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C-Geo USER MANUAL

1. ie iue gent facade ceded cet ud A AAEE EE E 97 Route planning ofa evs cece cece ects sane E 98 Tab HOUT Gist cecvacsseversancecavesv evedsvscudeucevavavessanedcessssssussacsncdectcuded vents teatecwavsesudus uscudevessVeiseacedcesileessvsncdandscusevsiese 98 Tab Additional points 100 Tab Verica a OS eere NE PE CPC aaan Pinata es AEA aa 100 Tab 101 Tab 6 C Geo USER MANUAL Fab Control points oiii ete c Lic AE S A E A E A T A E 102 Layer NAM Crs er 102 Layer 2 CIOVliDaolncu c 102 19 Vertical cross sections llic eeiiiseseeeseee en daa de a Hahaa iaa a niaii nass assa sss emu E aaaea EEEn aa ran 103 Tab Parameters dL hha s ee I LL DM ULL A DM AA MeL dE 104 Tab VOlUMe ee M 104 Tab Expor Repor Mu 106 20 Book of angles and Sides 2 ccesseeeceeeseeeeeeeesneeeeeeseeeeeeeesneeseeeesneeseeeseeeesesesneesesessneesesssneeseeeeene 107 Part VI OPTIONS 109 1 Program Parameter 2sccciccccscecticcescectccceneceeeescceceteestecteectececeeecatecececcecteescesucedestecersessectessecnectes 109 Tab Map eroe LLL eL oR M See E ed 109 Tab Calc latiOns corro iae erento ac ne enum ee veg eom e ume a ea cuo voe rue ree vou Es cedem canas ease a vas eame rua iP e vC Neue gara a vuU 110 Tab Othe de e RR 110 Tab Transmission parameters
2. 128 C Geo USER MANUAL Numer Odl po r Click the icon UI CALCULATE and specify the height of the point no 1 100 00 Click OK on the message about the calculated deviation 4 50 mm and il EXIT The heights 1 100 00 2 97 300 3 100 846 4 101 179 13 The network points already have their heights Lets try to interpolate contour lines between those points Before performing this operation it is recommended to cerate a new layer CONTOUR LINES Click the icon WF LAVERS ADD LAYER enter text LAYERS then press OK for better clarity of the map content it is possible to change colors double click the left mouse button on LINE TYPE COLOR and CLOSE Go to the option CALCULATIONS gt CALCULATION OF VOLUMES CONTOUR LINES Enter in sequence network points numbers 1 2 3 4 On the tab POINTS CREATING AREA CONTOUR enter points which bound the interpolation area Enter in sequence 1 2 3 4 Next click the icon CALCULATE enter the name of created project and length of sides i in the Square gr grid model The program will perform calculations and display model parameters Click on the icon Scontour LINES and again the icon TI CALCULATE Enter which contour lines are to be drawn and press OK Click on the layer CONTOUR LINES then OK After the calculations in the map window the contour lines will be drawn this example shows that the contour of a building overlays the conto
3. modify table structure This option enables to add remove new columns in the table Enter column name letters only and column type Use cursor to add new rows close the table window Tabs in opened windows Tabs of the opened maps tables and C Geo calculation modules are placed under the map and the table They can be enabled or disabled in the options toolbars Color column Double click on the color to choose symbol color for point if it exists Example Name Stabilization Type complete After clicking the OK button a column named stabilization will be added to the table where integers can be entered If you want to remove one column click its name and push the DEL button Context menu Context menu available by clicking the right mouse button in the Table window contains options as follows Select F5 selects points in the row indicated by the cursor Invert selection Undo remove Crtl Z reverts point deleted by Crtl K command delete line Delete line Crtl K removes row of data where the cursor is placed Delete selection Crtl Del deletes selected points Find point Crtl S search for point number Open map shows the map view based upon table coordinates Change points code Crtl P change or enter a code for selected points List of codes opened code window is linked with the table it allows to assign codes to this table button or lt Crtl P gt 22 C Geo
4. uueeseeeeseeeeeseseseeeee enne een senes nntns asina anims asta s assa dass assess asas sain nass asa sn sa sn 111 2 Report parameters rne ree reiche rece erre esee Tee MD nnmnnn nnmnnn nanmanna na 111 3 Editor of symbols eerie Loca eria eorr cie venience eas 111 4 Toolbars E T 113 AEN e irel do i ol a a ar ese ava ni ites aba as ein ce ee en eet 113 LEONIS 114 Part VII REPORTS 117 1 Manager of reports risens aa aaa aaa Rina 117 2 Editor ORTOP ONS esee nanaii aeaea AE ne RE Aan AEEA NAE Ea EASA ARAARA 118 3 Rep rt in TXT formal rtr ee eirca erre da rrr AEE EEE 118 4 Activation of mod les n a a aaraa aoaaa aaa aaa aa a ia aa aeaa a aaa da anad aa da da aoaaa Ea aaia iles ando 118 e a E A E eu enero ve Enc Raab cR REC 119 Part VIII PLUG INS 121 Part IX EXAMPLE OF CALCULATION COURSE 123 Part X ACCESSKEYS IN C GEO 131 C Geo USER MANUAL 1 1 1 2 1 3 INTRODUCTION Installation system and hardware requirements C Geo program works under Windows operating system 95 98 NT 2000 Millenium XP Minimum hardware requirements Pentium Celeron processor 128 Mb RAM 30Mb hard drive free space SVGA graphic card mouse With any better configuration the program will work faster and more efficiently In order to install C Geo follow the instructions 1 Insert the
5. C Geo USER MANUAL 3 1 3 2 MAP General description Several functions are available to simplify edition of the map Moveing the map in the window cursors shift the map in preferable direction Additional options hold lt Alt gt key to decrease shift hold lt shift gt key to increase shift x2 hold lt Shift Crtl gt to increase shift x4 numerical keys 1 3 7 9 on a numerical keyboard with NumLock function turned on move the map in oblique directions north west north east etc hold lt Shift gt key mouse cursor will change to a hand cursor press and hold left mouse button then move the mouse will move the whole map in any direction On a numerical keyboard press lt gt to zoom in and lt gt to zoom out the map centrally where mouse cursor is located All functions mentioned above are also available in the object drawing mode Objects and objects drawing As objects C Geo program classifies closed lines open lines arches circles symbols texts Objects are drawn by selecting the appropriate tool and clicking the point which will mark the position of an object There is an option that will allow placing objects only when they are associated with an existing point the attach without points option is enabled The snapping range of the points can be set by the user in millimeters Several help keys are available while drawing an object cursors shift map without stopping to draw This opt
6. Values of deviations and results are displayed Nr X Y 69 94 71 50 9 82 76 97 133 08 73 94 110 60 93 93 Orthogonal calculations projection Recalculation of orthogonal measures to rectangular coordinates and vice versa The type of performed recalculation is selected using the buttons in the toolbar It is also possible to transmit the offsets data recorded in Psion WorkAbout in the program MGEO then the offsets data also contain the observations DH elevation differences which makes it possible to calculate the heights of points In order to perform calculation of coordinates from offsets first enter the tie data and then the points data For the tie data after selecting the option calculate calculation of length from coordinates and deviation is performed Switching over between the editors of these values is preformed by clicking an appropriate tab Example calculation of coordinates from rectangular measures icon OFFSETS gt COORDINATES pressed Given are coordinates of two points 1 2 Calculate the coordinates of three offset points 10 11 and 12 while points 10 and 11 are on the offset to the right and point 12 is on the offset to the left Enter the data into the table as below Tie data Number X Y 1 JB50 00 50 00 2 50 00 100 00 Points data 84 C Geo USER MANUAL Number Distance Offset PERFORM CALCULATIONS con N Results Number X Y 46
7. description type and set description parameters font type style size etc Select one point or more points use rectangle selection tool the same way as for zoom in function then click icon to describe selected points insert a line frontage description First set parameters add hypens description location over under or on the line and text style font size type etc insert description in current measure format Select a straight line where a description should be placed then enter current measure text parameters font style etc and on which side of the selected line the description should appear Click on icon 7 insert angle value Before indicating the points of straight lines for which the angle is to be given the sequence of vertices must be specified e g left central right then the description parameters can be specified font style etc Then indicate with mouse the points on which the straight lines constituting the angle are based Change objects and attributes location Ml shift Enter a shift value and move selected objects along X and Y axis M rotate The function makes it possible to rotate an object objects about a given point by specifying the coordinates or indicating on the map by a given angle counter clockwise or clockwise bl I fill tool Select an object objects and choose its fill type and color line style Change a line style
8. v If all cross sections on a given segment of the route have already been entered and saved it is possible to proceed to calculating the volume For this purpose select the tab Volumes in the module 106 C Geo USER MANUAL 5 19 3 Vertical cross sections Here specify the starting and ending count of hectometres broken into hectometres and metres it is important that the tasks created beforehand be contained within the given limits Next specify between which layers the volume will be calculated e g between the first one and the second one as in the attached example tasks The last option is the selection which one of the selected layers will be treated as the top layer After pressing the icon Calculate successive tasks are loaded and calculations are performed In result a table as above is visible Tab Export Report This tab makes it possible to export the generated cross sections to a text file The user can specify which cross sections are to be exported specifying the starting and ending hectometre which layers will be exported and what additional information is to be included in the text file Generating a report or printout on a cross sections data printer looks exactly the same Example Enter the data Lp A Number i X 3f H 1 1 5553632 85 3810066 50 190 788 2 2 5559633 05 3810065 10 190 546 3 3 5559633 24 3810063 64 131 083 4 4 5559633 57 3810062
9. 2 mU mH C Geo USER MANUAL C Geo USER MANUAL Table of Contents Part A O N a 6 Part Il o0 5p WN Installation system and hardware requirements eren 8 ELEA ELIT s ME M DR DP 8 Basic definitloiis 1r oat eed ue ecce etes Secs r aa a st coed ded adage cs Dpe CERO RENE 8 How to work with C Geo 1 cere Lecce esee erre enne nenne nnmnnn nenen nnmnnn nnmnnn essa an en essa aan nennen 9 Create projects and tables aiiic2cctccccie cee ieeces ctactdeseceeceencenstienetdoenstastngetdensuseedevdeedechacvuczuctsdcesteventeseeseereareuseuseaneteates 9 Additional idu ienai 11 Import sein E T 12 c r Y 12 AutoCad dxf 12 Microstation dgn iei reip mauri ac oa riu ha duda p co Forno anaana ce RS VKe raataa ina endase pa YER PES RRD CHR SED Roa ra FRoE Pa fd d ca RE 12 Ludo nrc 12 EWMapa Text file Leica GSI Tango SHP Garmin Export Geo Info 2 0 Autocad ies Map Inf 320 sicascsiceascsicaraecticsecisessescosteatassacecesusasaupsudcestudtadieassaresacadeatbedoassabeieatsteacseadoadeadedscedacvesuvostsuabasdbsroauedupaiacain LU Do eC LOT EON DILE PUER EE EWMapa Metatile Wil eoe SWING Text file To other map Leica GSI Cartometer Tango SHP InRoads Map export to a raster file Entering points coordinates esses eese eene
10. Example pattern 0 9 amp A Za z 0 9 0 9 amp selects numbers 10 12 aa1 15 c3 40 etc Nearby select points that lay in certain distance from the point where the cursor is placed Area select points laying in an area restricted by borders drawn by certain points Find point Depending on the column where the cursor is placed you may search for points by number code x y h or different columns TABLE 23 2 10 Remove point Change numbers Renumbering 1st point number i Renumbering skip Prefix Suffix Renumbering I C Top down numbering Remove from numb Remove from number char from the begin of num char from the end of numt number of charac f x om Je orm Remove point with given number 2 11 Renumber points Change numbers of points selected in the table Enter data as follows new number of the first point value by which the number of the next point will be increased optional prefix string of characters placed at the beginning of the number optional suffix string of characters placed at the end of the number renumber points downwards 5 4 3 2 2 12 Change of points code Set a new code entered by the user for selected points If no code is entered and the OK button is pressed the existing codes will be removed 2 13 Translation Shift selected points by given values Enter shift values for particular axes of the system of
11. 583 131 202 5 9 5559634 05 381005321 191 262 6 5 5559634 73 3810055 77 131 181 4 7 5559635 07 3810054 96 191 154 8 8 5559635 37 3810053 44 190 572 H 3 5559635 45 3810052 08 190 878 Then in the tab PARAMETERS 4 Row Char H Angle Centr Row H Paint No Comparat level Terrain points 1 18 0 m 0 0 1j 189 000 Terrain ordinates 2 18 0 BE 00 Distances in terrain 3 18 30 E 00 Terrain slope 4 1 8 0 x 0 0 Lo entering such parameters will result in the table below the cross section drawing looking as follows l Po 189 000 Terrain paints 1 2 j Terrain ordinates m 130 788 190 546 191 Distances in erain m ss Terrain slope 17 129 36 881 CALCULATIONS 107 4 Click the icon t Specify the cross section scale and OK The program creates a form and a cross section map 5 20 Book of angles and sides The module calculates angle and angular deviation from measured directions in two positions of the telescope reduced lengths and elevation differences from measured vertical angles and spatial distances angles on the basis of directions measured in maximum three series The book of angles can be generated in tacheometry from tacheometric stations in which the observations to distances have been marked as ties Averaged values of angles angular deviations and average distances if they are entered are obtained in result of the calculatio
12. add descriptions to all objects update change only those descriptions which were changed as a result of editing the object complete add a description to all objects without a description delete remove objects overlay entered text may overlay the map content this option is useful to palce descriptions on a line position description position on the map The operation of inserting descriptions is performed for all objects from the selected layer Texts which are descriptions are placed on an editable layer If point descriptions are inserted then after selecting the font also select the values to be placed near points number X Y H 3 14 Save template Creates a file with saved information about layers layer names and parameters 56 C Geo USER MANUAL 3 15 3 16 3 17 codes assignment to layers data file structure in layers You may load a template whenever you start creating a new map Table gt Create map option This way it will not be necessary to create layers and data sets manually Find point Option makes it possible to find a point of a known number on the map After entering the point number and the scale in which the map is to be displayed the found point is marked and placed in the middle of the map window display a map fragment by specifying the center coordinates and the circle radius display a map fragment by specifying the minimum and maximum values of the coordinate
13. division by n 2 or by n where n number of fitting points The options are available under the right mouse button In order to perform the recalculation it is necessary to enter at least 2 Helmert method or at least 3 affine method fitting points i e points whose coordinates are known both in the original system Xp Yp and in the secondary system Xw Yw After entering the fitting points enter the transformed points i e the points whose coordinates are only known in the original system Switching over between entering the fitting points and entering the transformed points is performed by selecting the appropriate tab It is possible to specify the numbering of the transformed points in the secondary system using the context menu the right mouse button it is possible to specify the numbering with a constant prefix suffix and of a given beginning of numbering or to specify copying the numbering from the original system The icon Format of entered data specifies the form in which the data are entered grads degrees or decimal degrees Switching over the options the program automatically recalculates the coordinates B and L Transformation for values in degrees sets the accuracy of seconds to the accuracy of the coordinates X Y from the option two digits the same order of accuracy after recalculation to metres The reports and printout both for the affine transformation and for the Helmert transformation include information
14. the option enter only where no error is entered can be enabled which makes the following possible with the option enabled entering the errors only to these observations which have no value of error entered beforehand with the option disabled entering the errors to all observations CALCULATIONS 91 Writing the adjustment results coordinates into the table is performed after pressing the button Into table g The button A makes it possible to perform the next iteration i e to assign the adjusted coordinates to the approximate coordinates It is possible to import a task from polygonal traverses tacheometry or from a book of angles and sides This task must be saved beforehand in the directory of a given project v HW Import from polygonal traverse Import from tacheometry Import angles and siedes from record book Example Adjustment of a horizontal network Enter the data Ord Number X y mx my mp rl 1 100 00 10000 000 e 2 200 00 100 00 000 3 3 200 00 200 00 0 00 4j 4 100 00 200 00 000 5 150 00 15000 005 6 0 00 10000 005 3 Coordinates Ord Left Station Right Ange 1 2 1 4 993910 0940 2 3 2 1 1000030 0 0040 me 4 3 2 100 0010 0 0040 M 1 4 3 100 0060 0 0040 B 4 5 1 99 9950 0 0040 6 Ord Start End DitD md 1 1 2 10000 0 05 2 2 3 10011 005 3 3 4 9
15. zoom in the map view zoom out the map view numerical keyboard cursors move the map view hold Shift key mouse cursor will change to a hand cursor press and hold left mouse button then move the mouse will move the whole map in any direction When all boundary segments are drawn use the option Create objects to create objects automatically parcels usable lands will be created as closed objects When performing this option the program will check intersections between segments and inaccuracy around boundary points If any problem is found an error message will be displayed The option of calculating parcels usable lands area is strictly connected with the map therefore it is only active when the map is created Entered parcels usable lands are automatically plotted on the map and saved in the data set created on the parcels usable lands layer 32 C Geo USER MANUAL 3 4 Context menu Context menu available by clicking the right mouse button in the map window when object selection function is active Available options Information select an object point line area and read information about it point number and code layer where selected object is located closed object type parcel building etc area circumference Set as editable sets layer on which selected object is located as editable Snapping open a window with snapping settings Edit edit structure of object Copy copy
16. 18 19 20 21 22 23 Snapping options 38 IX e 38 o mp RIDE Pp 38 KMIruaenpDMEmE M M 38 Points description ene 38 Information aac aiaa 39 Print L2nnzxnlnIea needed lead oye a a Taa Aea een aarti 39 Layers 41 Objects editor 41 K1 objects 42 Refresh M cH 43 COpy 10 ClIPDO Ar Me 43 Copy selected poirits 0 eiie ae aenea eae E r ea oarra ep ddaru Se drana daaa daa aadd aaeei aii aeieea 43 ET p NR 43 b TNI IPD EE 45 EITICUGIACRCI OMM X rn m 45 Exit 46 Mouse roller 46 Lob iD nrBonrgm 46 Projection OPtlONS C 46 Add descriptions ELEC 47 Change objects and attributes location sesseseseeseeeeeeeeneeeeene nennen nennen nennen nennen nennen nnn 48 Bottom Status C cR 48 Layers unnsgenueeeueeeueeasnieeuein mee eeeixaunuieuie imei iius 49 Codes layers neto mls eeu n ree I IU et he aa 50 EON 2 inniciu n ieeninin Duae cane censatetuecdceceduzs seatsia adnaghsietetestacadccadivectvawcuesgndeatestes 51 Snappihg E E ce reti E cie casero eru id ctue eei D d ILE d LM eee ce Deere qpactactmeseeae 54 Change of standard scale aeeeieeee eiiis eeseeeeee esas mn nn nenas inane sna santa a
17. 46 60 33 42 55 55 18 55 22 74 22 calculation of offsets from coordinates icon COORDINATES gt OFFSETS pressed Given are coordinates of two points 1 2 Project three points on the straight line connecting points 1 and 2 and calculate their offsets Enter the data into the table as below Tie data Number Kod X T Points data A Y 46 46 60 33 42 66 65 18 55 22 74 22 PERFORM CALCULATIONS i N Results Number Distance Offset 10 is pa 1 518 734 127 2422 5 11 Polar calculations alignment work The option makes it possible to recalculation polar measures to rectangular coordinates and vice versa CALCULATIONS 85 The type of performed recalculation is selected using the buttons in the toolbar para In order to perform calculation first enter the tie data and then the points data For the tie data after pressing the sequence Ctrl O gt or selecting the appropriate icon calculation of tie deviation is performed Switching over between the editors of the tie data and the points data is performed by clicking an appropriate tab Example calculation of coordinates from polar measures icon POLAR MEASURES gt COORDINATES pressed Coordinates of two points are given 1 2 Calculate the coordinates of three points having measured the directions and distances to these points Enter data in the table as below Tie data Number Direction soo 2 50 00 100 00 100 00 Points dat
18. 6666 2 3 1006 9223 9223 2 3 389 RVI Ix 8 2 3 1007 15823 15823 2 3 389 RVI Ix z 2 3 1008 6819 6819 0 2 3 406b LsV Ix 10 2 3 1003 2 102 102 0 2 3 406b LsV Ix 11 2 3 1009 3 513 513 0 2 3 406b LSV x 12 2 3 1003 4 102 102 2 3 406b LsV Xx v 5 3 5 4 Close Don t print land areas smaller than 0 000000 Using the selection field in the last column it is possible to exclude parcels from the adjustment process In the context menu available after pressing the right mouse button on the parcels list there are the following options context menu mouse left click on parcels list contains options as follows Select F5 select unselect the highlighted parcel Select all lt gt selects all parcels to be adjusted Unselect all lt gt unselect all parcels to be adjusted Invert selection lt gt select not selected parcels and deselect selected ones Settlement of usable lands in parcels Selecting this option starts settling the usable lands The user can select settling usable lands to geodesic area actual area reduced to the system 65 or adjusted area Calculations are executed for the map from the working table After performing calculations a window with results is displayed The first calculated usable land is displayed in the column usable lands Other usable lands are displayed after double clicking with mouse in the desired row The parcels to be printed in the report are marked in the la
19. a position determined by specifying the count of hectometres and the distance from the axis point beyond the route axis with the height determined on the basis of a given decline and distance from the axis e g a trench bottom However in this case it is mandatory to enter the height parameters of the route in the tab Vertical arcs described below Tab Vertical arcs After specifying the route parameters the coordinates XYH of the route vertices and the radii of vertical arcs at the places where vertical arcs are to occur the heights of the intermediate points and the additional points of the route are determined CALCULATIONS 101 5 18 4 Ord Hect Meter No X af H R Meas hect 1 o0 PT 605240300 351772809 29 37 0 00 2 D 5700 29 91 57 00 3 1 3 00 30 37 103 00 4 1 48 00 30 50 148 00 5 1 65 00 30 53 165 00 6 1 81 50 30 60 181 50 2 1000 30 66 210 00 8 2 2700 30 62 227 00 9 2 60 00 30 46 260 00 30 4 28 261 Al 22 20 0 0 0 50 1 0 1450 2 0 2 40 3 0 3 50 4 0 4 50 5 0 5450 6 0 6 30 6 80 7440 8 0 8 40 8 90 9 30 9 90 10 40 Path Additional points AVertical Arcs A Edge 4X Y gt hect AControled points After determining the height of the route points and performing the calculation it is possible to see the course of the route in a vertical cross section the graph in the lower part of the route planning window On the drawing it is visible that the point sd1 is the beginning of an arc s
20. a rectangle or by specifying the coordinates of the section corners 5492100 00 751900 00 5492100 00 3752100 00 E Emblem 473 413 15 PERFORM CALCULATIONS icon Result X 5492100 00 Y 3752000 00 5 7 Azimuths lengths angles Calculation of azimuths and lengths or angles from coordinates Examples Azimuths and distances Coordinates of two points are given 1 and 2 Calculate the azimuth and length of the line connecting these two points Enter data into the table as below Kod X Y 1 50 00 50 00 2 j50 00 100 00 Number PERFORM CALCULATIONS icon Result Azimuth 100 00 Distance 50 00 CALCULATIONS 79 5 8 Angles Coordinates of three points are given 1 2 3 Calculate the angle between the straight lines where the point no 3 is the vertex of the angle Enter data into the table as below NumberLRC TY 1150 00 50 00 2 50 00 100 00 3100 00 75 00 PERFORM CALCULATIONS icon 9 Result Angle 340 9666 Distance 1 3 55 90 Distance 2 3 55 90 Transformation of coordinates Transformation of coordinates The module makes it possible to perform transformation using the Helmert method the affine method or between systems Selection of the recalculation method is performed by pressing the appropriate 65 icon H A or In the Helmert transformation it is possible to use Hausbrandt corrections and to specify the method of calculating the transformation error
21. about corrections at the fitting points Example Perform transformation of coordinates to the system 65 Specify coordinates of the fitting points Lp Number Xp Yo Number Xs Ys 1 1 50 00 50 00 tw 5492050 00 3752050 00 2 3 100 00 75 00 5492100 00 3752075 00 Next click the tab TRANSFORMED POINTS and specify the numbers of the points in the secondary system 80 C Geo USER MANUAL Lr Number Xp Yn Number Xs Ys 1 100 0454 7500 Ow 2 1015441 7500 tw 3 1025443 7500 t2w 4 103 500 1359 103w ooo Click on PERFORM CALCULATIONS icon Result Nr Xs Ys 100w 5492104 54 3752075 00 101w 5492084 41 3 52075 00 102w 5492064 43 3752075 00 103w 5492015 00 3752013 59 5 9 Tacheometry Calculation of coordinates of points measured using the tacheometric method In order to perform calculations enter station number instrument height and spot heights data Information about a spot height consists of the following values spot height number p c r reduced or not reduced distance depending on the setting icon o direction on the spot height p A zenith angle or elevation difference depending on the setting icon or height of the target mirror In order to perform calculations it is necessary to specify which spot heights are the tie points This is performed by moving the hig
22. all selected objects are marked the character X will appear in the column Designation After closing the SQL window the selected marked parcels can be printed the print icon selecting which pieces of information fields from the data base are to be printed 68 C Geo USER MANUAL Objects choosing Conditions Parameters Field name Operation Condition Ozn Select Nazwa_obiektu gt E i ES e x Kod v KAD MPD_n i Cancel MJS n Mi Sw GESDZI 263000700000509518 F E GESDZI 263000700000509519 Preview E GESDZI 263000700000509520 z lt Xx enable the browsing of fields of type MEMO and OLE The OLE technology makes it possible to include e g drawings to C Geo objects and to browse these objects later In order to include an OLE object add an adequate field to the base structure on a selected object position the mouse on the proper column of OLE type click the right mouse button select the option Edit OLE object A window will then appear for editing and inserting the new OLE object In order to insert a new object press the icon Load OLE object and select the option Create from file then a window will appear for selecting the file from disk After selecting the file press the icon Save to data set The saved OLE object will be visible on the screen of the data base window ERIT close the data set window Context menu is also active in the data bases win
23. and thickness for selected objects Bottom status bar Bottom status bar consists of information oS W 1 2250 No Codd lx 5639634 90 Y 4553428 40 H Editable E5 selection of a working region of the map speeding up the work on the map in large projects Speeding up the work with the map is achieved by screening the map content and selecting for further processing only this fragment in which the user is interested Speeding up is dependent on the size of the region selected for editing The option is started after pressing the button located in the lower left corner of the map window The region for processing can be selected in a dialog window using 3 possibilities by selecting a map section provided that the map is executed in full coordinates of the system 65 by indicating a region with mouse on the whole map preview by entering the coordinates of the top left and the bottom right corner of the rectangle limiting the region In order to go back to the whole map view click on MAP 49 Fa Show whole map Jl show hide points description 1 2250 current map scale In order to set a specific scale press F2 button and enter the scale value Nf and SER press the black dot we can enter the point number and give it a height This possibility is useful in the case of raster vectorisation because the points can be given numbers and heights immediately without the need to enter
24. and writing it into the column which has the type Area assigned If there is no such column a list of real type columns into which it is possible to 66 C Geo USER MANUAL write the calculated area is displayed TH add to the data set a column X Y and or H to which the point coordinates are assigned automatically This option is only active for a data set for points find on the map an object corresponding to the highlighted row in the data base window The map is scaled so as to show the selected object zx printout of the marked character X in the column Designation records from the data base export of data to DBF format or to text format The selected objects can be exported selecting also data base fields for export 1 import from a text file filling the fields with data from an external file Imported file details Choose file C aaa Building1 t t Tabulator Space Column names in first line Other E Treat subsequent separators as one Kolumna 1 7 100 5634158 8 7 1000 5634962 7 1001 5634917 7 1002 5634974 7 1003 5634932 7 1004 5634985 7 1005 5634946 Numer X Y 7 100 5634158 80 4556750 38 7 1000 5634962 30 4555998 06 7 1001 563491 7 22 4555370 85 7 1002 5634974 20 4555981 17 7 1003 5634932 31 4555955 64 7 1004 5634985 93 4555964 50 DATA 67 Select fields b
25. calculated heights Example Enter the data Ord Number Dist left_ Iright 3 I left ll right 4 interm interm r pc 1 10 120000 726520 120080 726570 2 11 13001 0 735430 140030 746500 3 11 500 607010 810 607340 4 12 1500 608030 2620 6091 00 5 12 23450 629990 23030 629570 6 13 6320 612800 7550 6141 00 7 100 13450 619960 8 101 1660 608160 Then enter the heights of bench marks 10 and 13 e g 100 The program specifies the traverse closing deviation and results 5 18 Route planning Module of route planning makes it possible to determine the main and intermediate points of a route specified by vertices and parameters of curves 5 18 1 Tab Route Enter in sequence Hectometre hectometre of the starting point of the route Metre metre of the starting point of the route Number number of the bend point of the route axis X coordinate X of the bend point of the route axis Y coordinate Y of the bend point of the route axis H height of the bend point of the route axis not used for calculations R radius of the circular arc K1 4 K2 numbers determining the ratio of the length of the first clothoid to the circular arc and the second clothoid e g K1 1 22 K2 1 a curve will be planned consisting of two clothoids of equal length and twice as long circular arc K1 1 0 K2 2 an asymmetrical biclothoid will be planned the second clothoid twice as long
26. coordinates If a map was already created for the table then set whole map value in the Applies to option This setting will shift all objects inscriptions linear objects symbols etc You may also choose the translation type parallel shift lt gt symbol use a coefficient to increase the coordinates along X or Y or H axis symbol use a coefficient to reduce the coordinates along X or Y or H axis lt gt symbol 24 C Geo USER MANUAL Translation Translation Applies to along X axis O Selected points Whole map cong aie Plone C Add to empty fields Events C Clear field H O O7 C insert to H field Zo Kos Add to blank fields check this option to also translate blank fields Clean H column will delete all content of the H column Insert to H field inserts entered number to the H field 2 14 Rectangle screening This function selects points within given criteria Enter minimum and maximum coordinates values to determine the rectangle area of search Blank field means that this criterion will not be taken under consideration e g no H min value when H max value is set to 100 00 will select all points with H lower than 100 00 Setting the min and max values of the X and Y coordinates can be done using the map emblem If the emblem is known enter its value in the emblem frame and then press the Use emblem button If it isn t known but you know t
27. exported Additional parameters of the exported data can be found in the Parameters tab line style in C Geo type of lines used by microstation Number of the line in C geo must be entered starting from number one according to order of line types in the Layers option of the map line thickness thickness of the line in microstation symbols in C Geo cell in microstation C geo point codes are listed there and the proper names of the cells defined in the microstation must be given This will convert C Geo symbols into microstation symbols additionally export of not coded points or symbols can be disabled or all symbols can be exported as vectors itis possible to set the size of not coded points and setting the size of font used by microstation and also setting the origin point of the coordinate system global origin of microstation Attention A list of symbols and lines of Microstation is provided with CGeo It is located in the CGEOBIN directory the directory is named WSMOD If it is copied to the directory where Microstation was installed the maps exported from C Geo will be loaded into Microstation according to the K 1 instruction symbols types of line 16 C Geo USER MANUAL 1 6 5 1 6 6 1 6 7 1 6 8 EWMapa EWMapa ASCII files for the EWMapa program In the dialog window all the layers available on the map are displayed A mark in the first column indicates that this layer will be
28. exported In order to exclude one of the layers from being exported select it and than press F5 or simply click in the first column and select the proper option from the context menu In the third column enter the name of the text file containing exported data about points or objects Furthermore additional constant information about the points can be entered type of point and stability In the Export Range frame user can set whether all or only some selected objects will be exported Metafile wmf wmf files contain graphics in Windows Metafile format This export enables to transfer drawings to different Windows applications e g MS Word Excel or Corel Draw and then to merge them with other elements like tables reports forms SWING SWING export graphics and description base to SWING format K1 Text file Export coordinates to a text file MENS 25 Select in the check boxes which fields you want to export l columns order in the text file In the frame Separator choose Separator a symbol which will separate each value from another buttons allow to change Export to text file Name Field Field size Numer Kod Old no 717 X X x T X lt kolor Separator Options Constant field width column title in first row O Space Tabulator Oone INTRODUCTION 17 1 6 9 1 6 10 1 6 11 1 6 12 1 6 13 1 6 14 1 6 15 To other map This option enables
29. footer graphic company logo description fields KERG TERYT etc in the margins section set top bottom left and right margins in centimeters Report parameters Parameters Header Footer Font Margins cm Task title Microsoft Sans Serif v 0 wv Upper 10 P4 Left Task content IT Microsoft Sans Serif v fs x Bottom 1 0 4 Right C respect physical margins of printer Options C move numbers from vertical lines of tables C print info about projection system table border thicknes pt 2 C print work table name next to every task 6 3 Editor of symbols The editor makes it possible to create or modify symbols existing in the program The symbols are displayed on a grid with 1mm spaces between its lines Right side of the window shows drawn symbol in different scales To switch between scales click on appropriate view A unique number is associated with every symbol this number is shown in Number field New symbol may be defined under any unused number higher than zero and smaller than 1000 Use the buttons 4n 5 to switch between the existing symbols 112 C Geo USER MANUAL 4 Edytor Symboli ver 1 10 Skala 1 500 Skala 1 1000 eje Skala 1 2000 Skala 1 5000 y Typ Gr linii obrys 013 C obrys przest E do C not EHNNHBEHHNHENH o0 Kolejno E 0 7 C linie okr gi 1 0 okr gi linie nast pny istniej cy V do ramk
30. frame Number corresponds to the number from the Editor of symbols Toolbars In Options toolbars you may select which of the toolbars will be displayed in the map window Also you may modify the toolbars and place them in any region of the map window or on its edges A Editor of forms The editor makes it possible to create a form or modify forms existing in the program Available options in the editor of forms load form to the editor E save form move form on the screen determine size of sheet zoom in by clicking or selecting a region when the left mouse button is pressed 9 915 Zoom out show all 7D select tool 114 C Geo USER MANUAL 6 6 Z insert line After selecting this tool click the left mouse button to indicate the initial point of the line and when the left mouse button is pressed stretch the line to its endpoint Double click displays a dialogue window where it is possible to set the parameters of drawn lines T insert text field After selecting this tool indicate with the mouse left top corner of the text field the left mouse button pressed and set its size Double click on this button displays a dialogue window Inscriptions parameters where you may define the parameters of entered text work field Define a work field an area in which the map will be drawn Indicate with the mouse cursor left top corner of th
31. half centimetres ZEISS staffs The accuracy of readouts is specified from 0 01 mm to 0 0001 mm The number of measurements can be up to four on one staff two for the left division and two for the right division The principle of entering the data is the same as for the technical levelling i e first the readout backwards and forwards to bench marks and then readouts to intermediate points on the station 5 Selection of division on a staff 1cm or 0 5cm Specification of the accuracy of readouts on a staff 0 01 0 001 0 0001 mm Levelling options Units for displaying the calculated height m cm mm 0 1mm 0 01mm The number of places after the dot in the height from zero to five Besides it is now possible to specify a new height While entering the data the module controls the differences between the readouts on the left division and the right division of the staff The user can specify the value of the upper range and the lower range in which the difference between the left readout and the right readout from the staff must be included the button in the lower left corner of the levelling window is used for this 98 C Geo USER MANUAL purpose The following can be selected for printout the levelling book itself the values of corrections to elevation differences the sum of elevation differences of the traverse a list of all elevation differences a list of the
32. individual pages are displayed close form window Edit form Texts in a form can be edited by indicating clicking the inscription with mouse Fields in which texts can be entered are filled with hashes in italics After indicating the text a text parameters window appears The operator can change the text of the inscription its height style color position on the form horizontally or vertically and justification During form editing it can be shifted using cursor keys The map or its fragment is entered after clicking with mouse in the field marked with a rectangle with diagonals Then in the dialog window In the frame Map select the map to be entered into the form from the list of maps included in the project After selecting the map its preview appears The white rectangle marks the region being covered at the selected scale by the working field of the form This rectangle can be shifted using mouse In the frame Scale specify the scale in which the map will be placed in the form In the frame position one can enter the coordinates of the map point which will be covered with the lower left corner of the working field of the form Nr The point of covering can be changed using the button The button makes it possible to specify the number of the point to which the working field is to be shifted Instead of entering coordinates an emblem can be entered which will result in automatic calculation of adequa
33. lines This function is available in the program versions including the module Volumes and contour lines division of a given segment consists in indicating the skeleton lines between which the contour lines will run After indicating two points the points must have height the segment between them is divided contour line bend points are placed on the map Contour distance vertical interval is set in the option MAP gt Contour interval P and f d connection of points the next stage is to connect the selected points with a contour line After selecting the tool indicate the course of the contour line successive points through which the contour line is to run This option makes it possible to connect points of the same height Selection mode k activate select edit an object function Place the cursor on the object you want to select and press left mouse button If objects are covered one by another click till proper object will be selected If you have many objects on different layers it is 38 C Geo USER MANUAL convenient to set only one layer as selectable In order to add a new object breaking point do as follows select an object grab indicate and hold the left mouse button pressed an object side on which a new bend point will be added drag the side bend to the new point In order to remove or change object breaking point do as follows select an object grab indicate and hold left mouse butt
34. meaning new document md load document E save document print document printer settings undo last performed operation redo last performed operation im in ie ip die cut removes selected fragment EE copy copy selected fragment to the clipboard A paste paste text from the clipboard Other elements from the toolbar enable to set margins font size and page length number of rows Activation of modules If you decide to buy one of the additional modules exact adjustment volumes and contour lines raster vectorisation route planning vertical cross sections please contact us If a module was ordered with the program then activation is not necessary If a module was not bought with the program you must update it by entering in the activation window an activation code which will be sent to you REPORTS 119 7 5 On line updates Program updates are available on line If your computer is connected to the Internet click the Update button Start Programs CGeo Update If your computer is not connected with the Internet you may update C Geo with the use of a downloaded file First download the update file from our website on any other computer which is connected to the Internet then copy the file to the folder C C GEO you must overwrite older version of this file that already exists in this folder PLUG INS 121 PLUG INS Support
35. millimeters Text width is determined automatically as 50 or different value depending on the settings in Options gt Map of width If the inscription is to be placed under an angle enter the value of the angle or select the option Adjust to line If you plan to rotate the map set if the angle of inclination is calculated with respect to the grid of squares or the frame In the case of setting with respect to the grid the inscriptions will rotate together with the square grid In the case of setting with respect to the frame the inscriptions will not change their position Entered text may overlay other elements of the map other inscriptions lines etc Additionally set if and on which side a reference mark will be placed Text Text Recent texts Save Text Font Font C GEO v Height 10 widh Colour v Angle Attributes Rotation anc 9 C Italics C Bold Adjust to the line C Underline Angle towards Overlay O gid frames C With reference v Insert RTF document HA I Click this icon to open the text editor window Here you may add any text pictures or tables and insert other documents e g Word or Excel Press the OK button when done Created object may be placed in any location on the map You may move it rotate it or modify like an inscription Symbols P insert a symbol This option makes it possible to insert symbols If the option attach without point line in Map g
36. only text file can be imported only to a table 1 5 4 Geo Info Geo info importing batch files accepted by the Geo info program Depending on set options OPTIONS gt Map gt Set of codes transmission from Geo Info ver 2 0 2 6 or 2000 is active when the table window is active Only files containing sets of coordinates will be imported Import of the rest of the data is available after setting the map window as active To load batch files of the Geo Info program open table window choose option File Import gt Geo Info find the batch file on the disc after loading the data open the map window using the option Map gt Layers define the layers or set attributes on the existing layers parcels usable lands buildings depending on what type of data is being imported set option File gt Import gt Geo Info find the batch files and select one some or all of them if among those files is a file with other extension than before importing a dialog window will appear asking into which layer should it be imported 1 5 2 AutoCad dxf dxf format of the AutoCad application this option is available only when the map window is active To load DFX file format start a new project or open an existing one create new teble of coordinates Open the map without entering the coordinates select l File gt Import gt Auto CAD DFX find the desired dfx file and load it use button to e
37. option Data Open Meaning of the buttons in the data set window opens the window for defining the structure of the data set The button Add field makes it possible to add a new column to the data set After pressing the button DATA 65 in the frame Information about field enter its name and set the type real number integer number text field OLE object date For a text field set the field length All settings should be made very carefully because if they need to be changed in the future it will only be possible by removing the field together with destroying all entered data and adding it again The field is created after selecting the button OK or pressing the button Add field In the latter case it will be possible to add another column to the data set In the frame Function it is possible to specify the function to be served by data entered in a given column This is especially important for data sets for the layer of parcels and usable lands making it possible to identify the column in which the parcel number is being searched for and to which the calculated areas will be written Setting the function Area is also used after pressing the icon Table Table 1 Field name Type Function ae nieznane Field info Name Type Entire v Function Numbei Surface area 9 Other t transferring information from a data set onto the map This option makes it possible to place the data fro
38. performing the export operation set in the program parameters the type of codes for Geo Info 2 0 In the dialogue window all layers from the map are shown Cross mark in the first column indicates that this layer will be exported In order to exclude a layer from exporting highlight layer s row and press F5 or remove the X mark form fist column In the third column you may enter a code which will be assigned to all objects without a code Fourth column shows names of the batch files If there are data sets created for specific layers you may export them choose what fields should be exported and under what name In the Export range tab set if all objects will be exported or the map window content only or objects selected in the database e g by SQL query Export to Geolnfo Layers Range of export Overcoding file C GEO layer b code Geolnfo file A X Layer zero BAS Layer ze inn X EPA BAS EPA inn X EPG BAS EPG inn X EDZ BAS EDZ inn x EBU BAS EBU inn X EAD BAS EAD inn X EKL BAS EKL inn Additional information Export additional information Ix wyb wyb x Colour Colour Ix ident ident INTRODUCTION 15 1 6 2 Autocad dxf format of the AutoCad application this option is available only when the map window is visible Mark in the first column indicates that this layer will be exported In order to exclude a layer from exporting highlight its row and press F5 or re
39. save cross section bend points is enabled determination if a bend point has no height specified whether it should be interpolated from the model After performing calculations the task will be saved for the module of vertical cross sections 5 15 6 Example Example Enter the data 96 C Geo USER MANUAL 5 16 Lp Numer x y H 1 1 100 00 100 00 100 000 2 120 00 100 00 102 000 3 120 00 120 00 103 000 4 100 00 120 00 105 000 5 120 00 140 00 102 000 6 140 00 140 00 101 000 7 140 00 120 00 104 000 8 140 00 100 00 101 000 E 100 00 140 00 105 000 Select the method of creating the model a or En In the case of the first one after pressing the icon specify the model name and the interpolation interval After creating a model it can be viewed under the icon b f id Clicking the icon we proceed to interpolating the contour lines The icon select the model contour interval and OK Specify the layer on which the contour lines drawing is to be drawn and OK The contour lines are already drawn on the map Levelling Technical levelling of bench marks with intermediate points In the column Number specify the numbers of bench marks and intermediate points In the column Distance it is possible to specify the distances from the station to the target In the column l enter the readouts backwards and forwards before the horizon change I
40. that the port RS232 that the recorder is connected to be compatible with the settings of transmission parameters Tacheometry transmission Parameters Information Transmisja z Nikon DTM 400 FNC 7 Comm 1 Download ENT A Start transmission Nikon DTM 310 400 v x Close Transmission from recorder File conversion conversion If data transmission is proceeding correctly the transmitted characters are appearing in the frame Transmission Besides the transmission after selecting the tab File conversion it is possible to convert tacheometric data saved in other formats It is possible to transmit data from recorders and 82 C Geo USER MANUAL instruments Mantas Manian imna Man badenismar nhai Before printing the calculation results it is possible to specify what values columns will be included in the report icon Example Instrument station at the point no 1 Measured directional tie to the point no 2 The elevation differences Dh and spatial distances have been measured therefore click the appropriate icons CALCULATIONS 83 5 10 A Enter the station 1 the instrument height 1 78 Spot heights data are entered as below Number Spatial dist Direction 2 er 1000 2 1001 aaa Brims ix 1002 86 53 17 8633 3 421 1003 75 05 39 8315 2321 Select the point no 2 as TIE and click the icon CALCULATE
41. the object automatically and proceeding to editing a new object For open linear objects saving occurs after pressing the second icon or selecting the option from the context menu available after pressing the right mouse button on the editor All object points that have no numbers can also have a code assigned While entering object points a preview of the drawn object is visible in addition after pressing the icon itis possible to generate an object drawing with a possibility of printout I Map objects editor Table 1 DE S E Ya AN S Gg AB Ord Number Code X if H 1 1 3 00 4 00 2 2 4 00 3 00 a 3 6 00 2 00 4 4 1 00 2 00 7 1 4 a In the objects editor for objects other than parcels and usable lands it is possible to translate by a given vector After highlighting an object from an editable layer press the right button and select the option Edit After pressing the B button it is possible to enter the value of shift along X and Y axis In addition the action type can be set add subtract entered values from the coordinates multiply divide Performing an object translation operation results in a change of coordinates of the points in the table provided that the object was attached to points existing in the table therefore the position of other objects attached to the same points is also modified After performing a translation only the coordinates in the editor are modified Actual saving of the
42. them in the working table if they are necessary for us Otherwise the points will be invisible in the table and the program stores them with Other information are the mouse cursor coordinates and the information which layer is currently selected Switch map background color quick change of map background color black or white Layers C Geo program creates an object map Objects are assigned to layers If we do not use the tool K1 the layers should be created by ourselves Available options Add layer creates new layer Remove delete selected layer will remove all layer content double confirmation is required for this operation Copy press copy button and select the layer After pressing the button select from the list the layer onto which the copy is to be written In the next step specify which elements are to be copied objects points inscriptions This option can be used e g for creating several versions of descriptive layers for various scales of the map Edit layer name change selected layer name Clear layer remove all objects from selected layer Layer statistics information about the quantity and types of objects existing on particular layer Layer attributes 1 Type defines layer function four types are available nr LLU parcels the objects constituting boundaries of parcels will be placed on the layer usable lands the objects constituting boundaries of usable lands will be p
43. to combine or double maps Indicate export range and select which layers are to be exported then choose the project and the table where selected data should be exported Leica GSI Created file can be loaded to Leica Survey Office for tacheometric survey Cartometer Cartometer export selected points from the table to xy or xyh formats acceptable by cartometer s software Tango TANGO export graphics and database of attributes to TANGO format SHP SHP export objects location and attributes database to ArcInfo program format InRoads InRoads export all linear objects surface objects and points from selected layers to InRoads format Map export to a raster file Export vector maps to a raster file Select file format color and resolution If you choose tiff format specify its compression and if to create a TFW file necessary for data import to AutoCad and Microstation Specify export range default range is set to current map view If you want to save particular section enter its name and click on Mark out from emblem In the bottom part of the window information about raster size will be displayed Saving large raster sizes may take a longer 18 C Geo USER MANUAL Export map to raster file File name File format Imap ti tiff Opng O pdf Oipg O bmp Options create TFW file worldFile Information about GEOREF Colours colour tiff compression LZW v jpa
44. translated object occurs only after pressing the button save object 42 C Geo USER MANUAL 3 5 32 c move object Generate a new object positioned to the left or right depending on the icon sign I add codes to object points without a code Turn over points direction in Objects editor change object points sequence use right mouse T for that option 1 renumber object points Concerns numbered points and points without a number with tet txt m export import from to a text file preview object on the map Textual creation wizard Wizard for textual creation of objects makes it possible to insert objects by specifying the numbers of points e g 1a 2a 55 70 75 will create an object connecting 1a with 2a with 55 with 70 with 71 with 72 with 73 with 74 with 75 The object is created after pressing the Enter key K1 objects Assistance in creation of objects in accordance with the instruction K1 The option facilitates drawing a map by prompting a line type adequate texts and symbols for a given object K1 For example we want to insert a hatchway Select the appropriate group Water supply network and the appropriate object from the list or enter the code WLZ in the edit field confirm the selection with Enter Selection of the object results in activation of appropriate buttons In our example the following buttons become active Symbols with the possibility to select symbols av
45. values will be marked with the character gt Eksport txt Export of the result file to a text set after calculations E Clear points Removal of survey points from the lower table iil Cross section Shows graphically the difference between theoretical and practical course of the route CALCULATIONS 103 5 19 After pressing the icon calculate B the program performs calculations of main points and intermediate points of the route and other tabs provided that they are filled these points can be browsed after changing the tab The calculated points can be written in the working table after pressing the icon On the printout it is possible to place the following information main points of the route vertices of the route intermediate points additional points parameters of curves vertical arcs The icon is used for selecting this information n Vertical cross sections The icon makes it possible to place the route drawing on the map The module enables to generate a drawing of cross sections on the basis of numerical data ck Data can be entered from keyboard marked points can be pasted from the table of coordinates or imported from a text file Besides it is possible to move the already entered points between different layers of one cross section task or between cross section tasks for this purpose use the option Copy Paste available under the right mouse button while editing
46. 0 y 200 Let us assume that they will be points of a detailed horizontal network of class IIl Therefore it is possible to enter their codes OSP immediately 3 Two points drawn with an appropriate symbol are visible in the middle of the map field If the symbols are not visible magnify the given area by clicking the icon A MAGNIFICATION the mouse cursor will change into a magnifying glass symbol and select the interesting fragment in one of the two possible ways by clicking with mouse on the region we are interested in marking a region with a frame by holding the left mouse button 124 C Geo USER MANUAL ott For drawing clarity it is possible to enable the description preview clicking the icon i POINTS DESCRIPTION The description preview is disabled by default Click the inscription ENABLED it is also possible to set the size and select the values to be displayed NOTE The description preview will only be displayed on the screen If we want the description to be printed on a printer enable DESCRIPTION AS TEXT set the font the style and the position Click OK 4 Our network will consist of four points We will calculate the remaining two points using the option CALCULATIONS gt POLYGONAL TRAVERSE In the upper table specify the tie points numbers In the frame TIE P1 enter 1 and ENTER and in TIE P2 2 the code and the coordinates will be copied automatically from the working table This i
47. 200 the current 24 00 the offset 22 64 in the second row the number 201 the current 39 24 the offset 23 64 Press the button PERFORM CALCULATIONS The result 200 x 124 00 y 122 64 201 x 139 24 y 123 64 Press Sli EXIT and S REFRESH in the map window Click the icon M CLOSED OBJECT Click the point no 200 and then 201 a line should be drawn between them Next click with the right mouse button and from the context menu select NEXT POINT TO THE RIGHT In the table NEXT POINT click with mouse NUMBER and enter 202 click LENGTH and specify the frontage 20 00 ENTER Click again with the right mouse button and select TERMINATE PERPENDICULARLY Enter the no 203 also remove the default code OSP and ENTER The building corners are on the zero layer they have no codes and the building contour in on the layer BUILDINGS Click SELECTING REFRESH In order to enter the building number proceed as in the case of a parcel point 8 10 In order to determine stairs click the icon m LAYERS set ZERO LAYER as editable and CLOSE the stairs cannot be placed on the buildings layer Select the icon iex CALCULATIONS In the opened table select the option ORTHOGONAL CALCULATIONS Click on the map in sequence on the point 201 and 202 their numbers and coordinates should appear in the table In the table below them specify the number of the point on the straight line 201a the current 8 00 the of
48. 56236 47 7 1008 5634552 99 4556228 64 7 1009 5634586 86 4556236 56 7 101 5634154 74 4556747 98 7 1010 5634552 18 4556217 15 7 1011 5634595 43 4556230 10 3 au gt Options Separator C Column titles in the 1st verse Tabulator Space Treat subsequent separators as one Other OK X Cancel First choose a txt file to be imported then specify o data order columns arrangement in the txt file buttons separator symbol which separates each value in one row Selection field Treat subsequent as one enables proper data import when some values are separated with more than one separating symbol A preview of the txt file is displayed in lower part of the Import Window Leica GSI Import data from Leica find GSI file format Tango TANGO import graphics and database of attributes from TANGO format SHP SHP import ArcInfo program file format with objects location and attributes database First import layers containing boundary points then objects which will attach to the boundary points 14 C Geo USER MANUAL 1 5 10 Garmin Import tracks from text file in GPS Garmin format 1 6 Export Some data can be exported only from the table level whilst other data can be exported only from the map level e g AutoCad dfx file can be exported from the map level only text file can be exported only from the tables 1 6 1 Geo Info 2 0 Geo Info save batch files for Geo Info program Before
49. 994 005 4 4 1 9997 Q05 5 i 5 7070 0 05 6 5 3 7073 005 7 5 2 70 68 005 8 1 6 10003 0 05 3 Distances Altitude Then select horizontal network adjustment and save the adjusted coordinates in the table 92 C Geo USER MANUAL Adjustment of a levelling network Enter the data Ord Number H mH COIT Hw mH w 1 100 51 001 2 11 101 00 0 01 3 12 101 69 0 01 4 13 102 01 0 01 5 14 102 63 0 01 Atitude Ord Number NumberEK Dh mDh COIT Dh 1 11 050 0 01 2 11 12 0 70 0 01 3 12 13 0 30 0 01 4 13 14 0 60 0 01 5 Coordinates f Angles Directions Distances fAlttude JElevations Then select levelling network adjustment and save the adjusted coordinates in the table 5 15 Calculation of volume contour lines This module is used for calculation of the volume of the generated terrain model drawing contour lines on the map on the basis of the generated terrain model making a vertical cross section through the terrain model Sequence of actions 1 Entering the data 2 Creating the terrain model 3 Performing the calculations of volume contour lines cross section 5 15 1 Entering of data Enter the terrain points either by entering manually or by pasting CR the coordinates copied beforehand from the working table Check if all coordinates have height The points constituting the region contour editing the sequence of points constituting the model boundary In the case if coordinates of the points limiti
50. Advanced selection of points Mainly it is used to search through additional fields added by the user in the table The parameters tab defines if only the beginning the middle or the ending part of the number must be entered points transmission from or to a recorder in the opened window choose transmission direction and the recorder instrument type Click Start transmission button create a list of coordinates in the form of a report to be printed later option of the main menu REPORTS There is an option of printing a report with two columns Forms templates should be saved in the BINWSP2 folder liz print list of coordinates You may specify if all points or only selected points will be printed as well as which data columns no x y z code etc The report edit window will be displayed before printing Created report will not be saved in the Reports storage TABLE 21 2 3 2 4 2 5 2 6 e 3D model generate a 3D model of selected points This simple function shows a 3D view of points coordinates from the table n rw documents for points attach a document to a point Choose a point from the list then click Add or Scan a document or documents Map preview B click this icon to activate the map preview window Place mouse cursor on any point in the table u to see its location on the map Use icons to zoom in and zoom out t go to the map window
51. GEO 4 C rotate all inscriptions Point description font size displayed on screen 2 20 4 pt Ha element of object ound signals on map Point description font size on printout 1 50 54 C show emblem in bottom toolbar Map view Line thickness mm cuts ae Scale 1000 v square grids 0 130 ab bons copes ie ee l C description colour same as point colour Map backar references 013 v i ition ller Diagonal d 4 Inches of section partition 0 25 v ouse is eee EN D sect partit colour BW s Zoom in ratio 20 34 3 zoom in centrally COE a Objects filings zoom in at cursor location Geolnfo20 8 v system O own symbolic digital thickness coord 1 0 4 3 5 41 Additional toolbar Additional toolbar consists of options as follows 1 Project options 2 Add descriptions 3 Change object location and attributes 3 5 41 1 Projection options Project options point on offset A straight line should be indicated by clicking the line or its start or end or by specifying the starting and ending numbers of the straight line from the keyboard Then enter the value of current and offset and the number of the calculated point After specifying the data the icon will appear making it possible to perform calculations MAP 47 determination of a straight line perpendicular to a given line After indicating a given straight line with mouse or from keyboard indicate t
52. Helmert transformation of the station from the local system is performed The fitting points in the original system are the local coordinates and in the secondary system the ground coordinates of the tie points the station height is determined as the average height calculated from individual tie points Intersection of straight lines Calculation of coordinates of the points located at the intersection of two straight lines that can be additionally translated or twisted In the table enter the points determining the straight lines with possible translation and the numbers of points located at the intersection Character of the entered quantity is shown in the hint appearing in the bottom line of the screen Example Coordinates of four points are given 4 5 constituting one straight line and 6 7 constituting another straight line Calculate coordinates of the point 103 at the intersection and translation along the straight line 6 7 78 C Geo USER MANUAL Number X Y L X Y nooo 10 00 s pooo 2000 16 00 foo 7 Jt500 2000 pop ee Number 4 6 103 PERFORM CALCULATIONS icon Result X 15 00 Y 13 59 5 6 Intersection with sectional frame Coordinates of two points are given 8 9 constituting a straight line Calculate coordinates of the point 104 located at the intersection with the sectional frame The map emblem can be determined by using the options of screening with
53. INTRODUCTION 11 1 4 2 Projects then right click v Repair database repairs damaged index files in the selected project or table Use this function when the database error information shows up Before you start repairing the database close C Geo program and restart your computer Open C Geo program again go to FILE Projects and select the project table you want to repair click on Repair database button We strongly recommend creating a backup copy before repairing the database If the database repair function doesn t help please send us your damaged project via e mail NE Changeneme is used to change the name of the tables Change of projects names can be done using the windows explorer Additional descriptions In the project menu window click More to see an extended view with descriptions such as name cadastral unit work book number etc Here it is also possible to add an additional description Description Choose location Territ no Province County Community Cadastral unitID 0 Cadastral unit nan Map card Customer Work log KERG Project created by Administrator Basic table Work table Table 1 Creation date 2007 02 20 11 14 46 Modification date Last arch date 12 C Geo USER MANUAL 1 5 Import Some data can be imported only from the table level whilst other data can be imported only from the map level e g AutoCad dfx file can be imported from map level
54. Performing the raster rectification operation is not equal with loading the raster on the map background On the left side of the dialogue window a list of rectified raster files is displayed Use gt and gt gt buttons to load a single raster or all rasters onto the map and on a specific layer Loaded raster files are displayed on the right side of the dialogue window Use and buttons to remove raster files from the map When the raster is loaded it should be visible on the map If it is not visible make sure that current view displays same coordinates as the coordinates of loaded raster Remember to set raster color different than the background of the map The next step is raster vectorisation MAP 59 3 17 3 3 17 4 Avaliable raster files Rasters on the map 121108_2 0006 BH Table 1 121108_2 0006n E Warstwa_zerowa 2000_146 133 233 g GRT 2000 145 311 032 z GRO 2000 145 311 033 ez SP 2000 1465 311 034 zy DIG 2000 145 311 043 gy BUDYNKI 2000 145 311 081 8 144 08 06 8 144 08 07 8 144 08 11 8 144 08 12 E 8 144 08 16 8 144 08 17 ELI EI Raster 2000_146 311 082 Range X 5641367 66 5641898 98 Y 8397721 72 839854104 Two colours black white Zx Raster vectorisation Raster vectorisation Before commencing vectorisation set the snapping option to attach without point menu also available under the right mouse button Thus it will be possi
55. Set as editable Ctrl Q Exclusiveness mode Ctrl W Selection mode Ctrl K Draw closed object Ctrl Alt Z Draw polyline Ctrl Alt O Draw curve spline Ctrl Alt S Insert text Ctrl Alt T Arrow selection Ctrl Alt W Editor of objects Ctrl E Print Ctrl P Raster old window Ctrl R Change scale Ctrl S Find point on the map F2 Presentation mode F12 Accesskeys in the TABLE window What to edit Ctrl E Change code Ctrl P Search in column Ctrl S Show hidden points Ctrl Alt P Hide selected points Ctrl Alt B Hide points Ctrl Alt M Delete line Ctrl K Delete selected lines Ctrl Del also deletes inscriptions in the side window TEXT List of codes Ctrl L Selecting Select points F5 Invert selection F6 Unselect all points F7 Unselect 9 points F8 Working with the table Left right up down keyboard arrows Scroll up Page Up Scroll down Page Down Beginning of table Ctrl Home End of table Ctrl End Beginning of row Home Delete field End General accesskeys Data Ctrl T GEO files manager Ctrl G Calculator F10 Switch on the map Ctrl M Close current window Ctrl F4 Switch between 131 132 C Geo USER MANUAL opened windows Ctrl F6
56. USER MANUAL 2 7 2 8 2 9 Recent codes a list of recently entered codes Create tacheometric task it enables to generate tasks for the tacheometry module Select points in the table then create a new task Set the station tie point height of the instrument mirror and angle accuracy After proceeding to the tacheometry module load saved task Copy content of this column to other if there are additional columns in the table you may copy columns content between the columns Select points to be copied and indicate the target column Change color of selected points change color of symbols assigned to points Sorting choose sorting criteria number code X Y H When None option is selected points will be sorted by the date of insertion to the table it is possible to sort selected points only Select points From item to item select points with certain ordinal numbers Number select points with given numbers Number pattern Special characters used in the pattern random character random string random character from among any character different than a z any character from a to z 0 9 any character different from the range in brackets groups fragment of a pattern it allows it to be treated as a single character the next or pervious character amp random number of repetitions of the pervious character deletion of the next special character
57. a Number Direction Distance 13 85 2420 30 00 14 110 2340 29 45 15 146 7660 15 33 PERFORM CALCULATIONS icon Results Number X Y 13 56 59 79 20 14 45 28 79 07 15 39 72 51 38 calculation of polar measures from coordinates icon COORDINATES gt POLAR MEASURES pressed Coordinates of two points are given 1 2 Calculate the polar measures to three point from the point no 1 Enter data in the table as below Tie data Number Kod Direction 1 e Wu wl 2 50 00 100 00 100 00 Points data Number X Y 13 55 83 79 20 14 45 29 79 07 15 39 72 51 38 86 C Geo USER MANUAL 5 12 PERFORM CALCULATIONS icon 9 Number Direction Distance 13 185 2420 30 00 14 110 2340 29 45 15 1456 7580 15 33 Polygonal traverse Module for calculating the coordinates of points measured in a polygonal traverse Data are entered in two tables Data of tie points are entered in the upper table Depending on the possessed tie data it is possible to enter two points determining the tie side or one point and azimuth The tie data are entered in accordance with the designations presented in the drawing next to the table This icon v makes it possible to generate polygonal traverses on the basis of observations at tacheometric stations During a tacheometry measurement apart from the spot heights record also the successive points of the polygonal traverse marki
58. a horizontal network and a levelling network Network control checking if the entered data are coherent calculation of the free terms of correction equations Network adjustment performing calculation of adjusted observations and coordinates network inspection is performed before adjustment Evaluation of network layout accuracy analysis of the network layout before measurement Position errors of points and observation errors after adjustment are calculated on the basis of the designed observations the number zero can be entered in the place of the observation value In addition the following option is available for a levelling network Dislocations the function makes it possible to determine vertical displacements of levelling network points Successive stages of levelling measurements saved on disk should be loaded as the original measurement and as the current measurement The program will select the points which are present in both measurements and will determine their displacements and errors of displacements The determined values will be included in the report For a horizontal network enter the following 1 Coordinates of tie points and approximate coordinates of calculated points Enter in sequence the point number the coordinate X Y If errors of the point position in the direction X and Y are known they are entered in the column mx and my respectively If the error of the point position is known ente
59. able Open the PRIMARY TABLE EXAMPLE OF CALCULATION COURSE 129 Nr Odl prz Kierunek Dh Af o 100 0000 SEE 1000 2 1001 Mes arira fts 1002 86 53 17 8633 3421 1003 75 05 39 8315 2321 1004 9946 36 1498 3925 1005 70 41 16 5893 2320 1006 68 22 39 1520 2120 1007 5490 79 5424 1020 1008 8819 86 7157 1020 1009 90 45 694476 2320 1010 107 14 59 3567 3520 1011 123 80 61 8149 4320 1012 142 54 62 7487 4021 1013 12576 73 8988 2320 1014 11118 88 2757 0720 1015 11410 80 1466 1420 Select all points in this table excluding the points 1 2 3 adjustment points The easiest way to do it is to click on SELECT ALL then use the F5 key to unselect points 1 2 3 Next click on the icon q COPY Enter the option CALCULATIONS TRANSFORM and enter the coordinates of adjustment points 1 ue 00 n 00 fiw Amr 00 DIO 00 2 2 10000 200 00 2w 5492100 00 3752200 00 3 3 20000 200 00 3w 5492200 00 3752200 00 Now go to the tab TRANSFORMATION POINTS and click the icon is PASTE Enter points numbers for the secondary system 4w 100w 101w etc Click the icon CALCULATE When the working table is opened go to DATA gt TABLE WINDOW DATAt to see the effect of the transformation ACCESSKEYS IN C GEO 10 ACCESSKEYS IN C GEO Accesskeys in the MAP window
60. able the calculated points will be written to The meaning of icons in calculation modules new data clears entered data p load task load from disk data saved beforehand E save task save entered data i 1 Calculate perform calculations ma report generating a report for the option executing this option results in performing the calculations and saving the results to a special set for printing later Generation of a report is signalled with the message Report saved ES print calculation results selecting this option results in going to what to include in report Choose which calculation results will be included in the report N All described options are also available in the context menu displayed after clicking the right mouse button on the task editor Key shortcuts are assigned to the menu making it possible to call a desired option directly from keyboard Besides the above mentioned options the menu also includes options for inserting an empty line in the editor and for deleting a line of data The calculation modules toolbar drawing Draws a preview of calculated points includes the icon making it possible to enable or disable the possibility to edit point codes Parcels usable lands Calculation of the areas of parcels usable lands is closely connected to the map If the map has no layer of parcels usable lands created this layer should be created before commencing calculation
61. ailable for this object Texts with the possibility to insert adequate texts Closed object with the possibility to insert a building contour Besides in other cases it is also possible to insert a closed object or an open object The program by itself defines the adequate layer in Layers and gives it attributes in accordance with the instruction K1 BUDYNKI wv RMP Rampa v T BH L1 9AP km v quick edition of recently used symbols and codes o m displays a new Object definition window LJ i new objects definition open existing definition save current definition Attention Current definition will be removed when creating a new definition game a 3 add remove edit existing symbol text or object assigned to the code add edit remove object MAP 43 3 5 33 3 5 34 3 5 35 3 5 36 E F i combine layers Transfer one layer onto another Refresh redraw the map Refresh the view by redrawing the whole map Copy to clipboard lt copy to clipboard Copy the map window content to a report Click this icon enter the report and there select where to insert the content then click on the Paste icon Copy selected points copy to clipboard Copy points selected on the map and paste them in the calculation modules Legend cos jest popieprzone w ad 1A re 1 A L 1 Layers layers management see description below 2 Calcu
62. al shift Then click calculate 9 and the icon working table save the edge points to the Ord Hect Meter Shift Down Shift H EI o 10 00MM 1000 2 0 2 00 10 00 1 0000 3 0 3 00 10 00 1 0000 4 4 00 10 00 1 0000 m5 D 5 00 10 00 1 0000 6 0 6 00 10 00 1 0000 7 0 7 00 10 00 1 0000 8 1 1 00 10 00 1 0000 g 1 2 00 10 00 1 0000 5 18 5 Tab X Y gt hect In this table it is possible to enter the coordinates of points and after pressing the icon calculate v the program will calculate at which hectometre of the route the point is located and its shift from the route axis 5 18 6 Tab Control points In this tab we can check what is the difference between the designed data of the road and the measured data For this purpose enter the designed data of the road in the upper table Left hect left metre and left decline these specify the left edge of the designed road It is likewise with the right side In the lower table enter the numbers and coordinates of the measured points check points on the edges and the axis of the route These coordinates can also be obtained by Import GSI Import points from Leica GSl clicking 5 18 7 Layer name Here enter the layer name It will be visible in the report if saving to a report will be performed 5 18 8 Layer execution tolerance Lower value of deviation and upper value of deviation the deviations in a report which exceed the given
63. alculation of zenith angles to elevation differences and vice versa After selecting this option provided that there is data for performing calculations for all spot heights the angles in the editor are recalculated recalculate angles to grades recalculation of angles written in decimal degrees form or as degrees minutes seconds If the station coordinates are unknown then after pressing the icon 9 calculate they can be determined from intersection to tie points The station coordinates are determined according to the algorithm coordinates of the tie points are calculated in the local system on the basis of directions and distances assuming that the intersected point i e the station has coordinates x 0 00 and y 0 00 Helmert transformation of the station from the local system is performed The fitting points in the original system are the local coordinates and in the secondary system the ground coordinates of the tie points the station height is determined as the average height calculated from individual tie points Data for calculations can be entered manually or transmitted from recorders In order to start the data transmission module press the button designated Before data transmission select the appropriate type of recorder from the list available after pressing the button Lj Then press the button Start transmission and next perform the actions listed in the upper field For a correct transmission it is necessary
64. are coordinates of three points 1 2 3 and angles from the intersected point 102 Enter the data 76 C Geo USER MANUAL 5 4 4 Number x Y 50 00 50 00 50 00 00 00 1 100 00 75 00 a MESE into the table as below Angle a 266 6667 Angle b 133 3333 PERFORM CALCULATIONS icon Result X 64 43 Y 75 00 Intersection with adjustment Intersection with adjustment This is a module that makes it possible to determine the station coordinates X Y H on the basis of an arbitrarily measured geometrical structure angular resection angular intersection linear intersection angular and linear intersection side intersection and others In the case of measuring redundant observations coordinates of the intersected point are adjusted using the exact method Coordinate errors are also calculated Entering data begins from specifying the intersecting points and the intersected point Specify the intersecting points in a sequence in which they would be seen by an observer standing at the intersected point first the left point then the centre point if it is present and finally the rightmost point and the number of the intersected point in the fourth row If spatial intersection will be calculated specify also the heights H of points and the heights of mirrors or instrument at the points If horizontal angles are measured they are entered in the second table according to the principle left point right
65. as the first one Notes any comment Example Enter the data of a route consisting of 4 vertices On the vertex 1 there is a circular arc of radius R 150 On the vertex 2 there is a circular arc of radius R 40 and 2 symmetrical clothoids of length 20 m On the vertices 3 and 4 there is a circular arc of radius R 30 and 2 symmetrical clothoids of length 20 m CALCULATIONS 99 No EM EN co 2 NI pocz 570339304 3699765 27 81 400 wl 5703368 05 369977192 150 00 w2 570332528 363973624 40 00 20 000 20 000 w3 570323255 369975750 3000 20 000 20 000 w4 570319925 369982067 30 00 20 000 20 000 koniec 570316661 369981312 81 150 S Options 1 1 fX pcr x Parameters l Renumbering Space between intermediate points C m Edges E Options place main point on intermediate points Shift m Edge no intermediate points on circular hectometric area next numbering of main points on curve E edit hectometric area as hectometer and meter number of point on the edge hectomete 9 no from exact to C intermediade point number hectometer no from exact t C main point number hectometer zz 0 0000 g 0 000 can be pressed immediately Accuracy for given lengths Critical angle for fractures Formation line shift towards route axis P1 And then the drawing N On the drawing it is vis
66. at the table window is opened opening and setting the adequate record in the data sets window provided that a set for the points has been created after selecting a linear object with mouse superficial or not opening and setting the adequate record in the data sets window provided that a set for the objects from the given layer has been created Indicating a point on the map on the screen presented below has resulted in opening the window new SDIP which contains descriptive data for the points from the table new and the layer SDIP A record corresponding to the selected point has been set in the window Because the indicated map element is a point object in addition the record corresponding to it in the coordinates table has been displayed window Table new Print EX print map Printing can apply either to All i e the whole map will appear in the printout window or to the Selected area this region should be defined with mouse analogously as Create closed object or Area limited by the selected object this object must be selected with mouse beforehand We have added the new option Printout scheme A scheme defined for a given map can be saved in this window A scheme includes all settings in the printout window and stores them under a name entered after clicking with mouse the floppy disk save current settings as a scheme visible nearby Besides we have added the button Insert page layout on the map whic
67. ation the new point is placed on the map division of an object into a given area The option makes it possible to divide a selected object by specifying the designed area and the division line Select an object and press the button Then the division window will appear making it possible to divide the selected object by specifying the designed area and the division line The division can be performed with a parallel straight line a perpendicular straight line a straight line at an angle or a straight line at a given azimuth Besides there is an option to divide with a division line running through a constant point This option makes it possible to divide the object into the given area assuming that one point of the division line is constant To perform the division select the type of the division line through a point specify the point number it must belong to the object being divided specify the area for determination and specify the number of the new point after division After entering the desired criteria the program automatically determines the course of the division line and the coordinates of the new points Pressing the button lt OK gt after performed division results in modifying the object on the map two independent objects are created 3 5 41 2 Add descriptions el insert point description Point description can be a number or XYZ coordinates Choose the 48 C Geo USER MANUAL 3 5 41 3 3 5 42
68. ation mode 01e tete ecce deae cect eee e auc en a aaa eaten sud eee ree Liens 61 Contents 5 Part IV 1 2 Part V A OD LA 14 15 16 17 18 Description Sets in a PrOjeCt cccccsseeeeeeeseeeeeeensneeeeeeeseeeeeenseceeeeenseneeseeseeeeeseseeeeeeseseeeeesnseeeeeess 63 DataSets c E E EAE E E E A 64 CALCULATIONS 71 General informallon 5 225 ec ced ees sececcec cce s2cucecaececodecetecs sac s20cse cece apaa suo ouch ceceees aaeain id aa 71 Parcels usable lands ee es tonnes a eda araa aa daad aaa aaga ha peeed ee ee eee 71 Settlement of usable lands in parcel s cccsecsseeeeeeeeeeeeeeeeeeeenseeeeesaeseseaeeneeeeeseneseneaesneeeeeeeas 74 INTEFS SECTIONS oia LLnuidn ee es hae ee eee ee Bae adel eed ae 74 Linear intersection nee redo te ec a sva aa ara a Taa a ae a desdiesudeusodsuviddveutebedaleddcatvavsasbuswaswer tates 75 Angular intersection 75 Ia 1 Lel To co cc TRDM DR DD OECD COEM CEDE 75 Intersection with adjustment eeeeeeieeeeeee sies eseeeeeeeee eene enn nennt natns sites utens sata sais asas sn assess ass as sm aas sn assu 76 Combined intersection rete caca tue ea cere Eae dre e e You Cem Taa na acne send CN RR OL cece eevee cR rares E Sab adnada Uc 77 Intersection of straight lines ccccceseseeeesseeeeeeenseeeeeeenseeeeenseceeeeenseeeeeseaseeeeeenseeeeeeenseneeeeneeeenenes 77 Intersection with secti
69. atterns Attributes from points 2 6 are set by double clicking with mouse in an appropriate column The attributes Visible and Selectable can be enabled disabled for all layers simultaneously by clicking the button Visible or Selectable The frame Data set informs whether a data set is created for the highlighted layer Position of layers in the hierarchy of layers can be changed with keys and Codes layers This option enables to assign a code to a layer A list of codes that are not assigned to any layer is displayed in the Table codes frame Please remember to assign all codes to layers do not leave any code in the Table codes frame The Layer codes frame contains a list of codes from selected layer The Layers frame contains a list of available layers Use the button to remove selected code from a layer transfers code from the Layer codes frame to the Table codes frame Use the gt gt button for opposite operation In order to add or delete a layer use the Add layer and Remove layer buttons MAP 51 3 8 Table Table 1 Table codes Layer codes Layers GRT GRO GRT OSP GRO DIG OSP DIG Add layer Remove layer Add cede on layer Form Executing this option results in opening a new window in which the map can be connected with a form Forms are text files in the directory C GEO6 FORMULAR with defined information about frames texts working fields and edit fie
70. ayed by activating the option Show hidden points Map creation Table Table 1 Map parameters Scale Scale of map 1 1000 M Place codes on layers Automatically Manually Load template The map is created automatically by the application however the user can re draw the map manually Delamination of layers is based on the codes of the points User is than free to group the codes on each layer Points that are not coded are placed on a special zero list It is not necessary to enter values of each point to the table Coding the points can be done directly on the map by clicking each point Each table can have one map directly associated with it Each change to the points in the table will immediately change the image of the map Map generation process begins after selecting the following option Table gt Crate map If a map associated with the current table already exists than selecting this option will destroy all the content of the map structure of objects This is why usually map is drawn only once for each table After selecting the Create map option the program creates map s sets Then the scale of the map needs to be set it can be changed later and the method of TABLE 27 placing codes on the map needs to be selected Use Load template button to load a previously saved template Saved templates contain information as follows layers names layer parameters codes assig
71. be a parcel of number 500 Bend points 100 101 102 103 This can be performed in one of the three ways CLOSED OBJECT clicking sequentially on the points on the map In order to close the parcel indicate the last point the same as the first point or before closing press the right mouse button and select the option TERMINATE EXAMPLE OF CALCULATION COURSE 125 HH OBJECTS EDITOR entering sequential numbers of points 100 101 102 103 100 OBJECTS K1 quickly creating objects on the map in accordance with the instruction K1 Select the tool E CLOSED OBJECT the mouse cursor has changed to a cross Click the successive points 100 101 102 103 Then click with the right mouse button A context menu appears terminate closes the object to the starting point terminate perpendicularly this option is useful if the object is e g a square or a rectangle and we have its three points terminate to frontages determination of the last point from a linear intersection next point in this way it is possible to create an object having its two first points and determining the successive points from frontages Select TERMINATE the object has been created Click the icon bh SELECTING in order to change the cursor back to the arrow symbol In order to enter the parcel number press the icon 1 INFORMATION and click the parcel field with the arrow The parcel has been highlighted and a table has appea
72. ble to draw lines in the air on the background of the raster Other actions are performed as while working normally on a map creating layers line types colours etc The point number and height fields are visible in the bottom bar of the screen The user can enable or disable these fields which makes it possible to number the bend points automatically and assign them height e g for spot heights or contour line points during vectorisation of objects Enabling this function results in that while drawing objects points of their bends are simultaneously stored in a coordinates table If this option is not enabled the program stores object bend points as hidden points Raster transformation Raster transformation Transformation of a single raster or a whole group of rasters from the system 65 to 2000 or vice versa After selecting the option specify the source directory of rasters in general this will be the C Geo directory with rasters i e C CQeO6 raster and specify the target directory i e where the rasters after transformation are to be saved We specify what is the primary and secondary system of rasters and also a meridian or zone Next we specify a prefix for result rasters We can also enable global corrections After the transformation is performed a report is displayed 60 C Geo USER MANUAL 3 18 3 18 1 3 18 2 3 19 3 20 3 21 Contour lines Contour interval The option makes it p
73. color same as point color enable this option to use point color for description text Raster printing method raster reduction value from 0 10 from lowest reduction to highest Option is useful on big map surfaces when vectors and rasters need to be combined Lowered quality of a raster image effects in faster data transmission to the printer Mouse roller Set zooming coefficient for mouse roller 1 2 3 0 and select if to zoom in centrally or Mouse roller Zoom in ratio 2 0 zoom in centrally zoom in at cursor location at mouse cursor location 110 C Geo USER MANUAL 6 1 2 6 1 3 Tab Calculations 1 Units set angular units and area units used in the calculation modules 2 Accuracy set accuracy number of places after the decimal point used to display different values 3 Projection set projection zone of 65 and 2000 systems 4 Altitude over sea level mean altitude over sea level used to reduce surveyed distances 5 Confirm when raport is saved enable disable displaying the confirmation window 6 Save points without numbers Those points will be drawn only on the map will not appear in the table 7 Round off coordinates calculated points are saved in the table with full accuracy with many places after the decimal point Enabling the round off option will eliminate in further calculations all decimal digits which appear after the set accuracy point 8 Warn before saving if such
74. cross sections Maximum 15 cross sections layers can be placed on one drawing the Standard version enables to create two cross sections The data for individual cross sections are entered in successive tabs entitled I XV 5 D Depending on the setting of the buttons Ix Bal the coordinates X Y H or distances and heights are entered In the latter case specify whether adjacent distances between successive points on the cross section or cumulated distances accumulating from the first point will be entered For each point of a cross section it is possible to add 5 rows of additional description whose content can be entered by the user columns Description 1 Description 2 Description 3 Description 4 Description 5 in cross section points editors In addition it is possible to place a description located on a reference to a point column Description on cross section b calculate calculations are performed bend angles declines etc without a cross sections drawing Ld performing calculations together with generation of a drawing Settings f Settings setting the units in which the distances heights and declines are entered and calculated Specifying what type of distances between points are entered to a cross section adjacent cumulated accumulating from the first point or from hectometres accumulating from every hectometre Stabilisation of the height of the description letters in the table b
75. ct which system is the primary one and secondary system zone or meridian MAP 61 3 22 3 23 Map coherence control Use this function if there are any errors on the map Presentation mode Enabling disabling the presentation mode Disabling the presentation mode results in replacing all lines K1 with broken lines and all symbols with a circle This method of drawing speeds up refreshing the map useful for large maps and slow computers DATA 63 4 1 DATA Description sets in a project Description sets in the project Creation of data sets is realised in the main menu option Data Descriptions sets in project Baze Data window Table window Map window Maps Data sets Table 1 Borders The list Maps contains a list of all maps contained in the project The list Description sets contains a list of layers for which description sets are already created in the case if there is more than one map in the project the list concerns the map which is currently highlighted The button Set structure displays the structure of the highlighted set making it possible to edit it The button Remove set removes the highlighted data set This results in losing all entered data Creation of a new set is possible after selecting the button New set A dialog window is then displayed listing the layers not having a data set created yet After highlighting the layer we are interest
76. d2 is the center radius 400m and sd 3 is the end of the arc Analogously successive points After pressing the icon a preview of the whole route is available as a 3D model in the form of an animation In addition the route axis can be sent to the module of vertical cross sections as a task longitudinal route cross section by pressing the icon Tab Edge In this tab it is possible to calculate an edge similar to the one described above except that this edge need not be parallel to the route axis on the whole length and it is possible to specify the declines and vertical shifts Enter the points that will determine the edge by entering hectometre metre shift from the route axis decline shift H for calculated points Select unselect FS Unselect all Select all Insert Przes For all Insert Slope to all Insert Dey H to all Insert Deviat to selected ones Insert Slope to selected ones Inser Dev H to selected ones Prefix before calculati In order to insert additional equal horizontal shift for all entered points In order to insert additional equal vertical shift for all entered points 102 C Geo USER MANUAL Prefix before calculating points numbers This prefix will be added in front of the calculated numbers of the edge coordinates Example Create an edge entering data as in the table Enter in sequence hectometre and metre of a point horizontal shift and vertic
77. djusting area 4 3 100 1 999 4 100 2 8979 Ix JA Calculate 5 10171 2485 Ix 6 101 4 58491 X 7 101 5 4007 E 8 10176 4845 Ix 3 124 10662 Fy 10 125 1 5003 Ix 11 125 2 4998 X le 138 49714 X 13 19 2608 bd i Rec surf Geod 14 19 9 172827 gm Parameters Adjust to area en oe 1527307 m2 adjust to areas highlighted in table Deviation C reduced surfaces 65 2000 92 1 1000 of general C adjust to area from land records Additional info FT dp 2 0 002P 0 2 SORIPII add to title of printout rap dp 0 001P 0 2 SQR P If one of the areas located on the list is the area that we want other areas to adjust to place highlight in adequate line and enable the field adjust to area highlighted in the table The adjusted areas are saved to a data set If operator has entered the values of registered areas into the parcels base beforehand it is also possible to adjust parcel areas to them It is possible to print a report showing the differences between the registered area and the area calculated from the coordinates It is also possible to enable the option taking into account the area reduction to the system 65 74 C Geo USER MANUAL Calculation of usable lands Ord Number Parcel area Use area Diff Usable grounds a 1 2 3 1000 4225 4225 0 2 3 390 RV 1883 X 2 2 3 1001 5061 5061 0 2 3 390 RV 2427 X d 2 3 1002 5893 5893 3 390 RV 4 231003 6968 6968 pue 5 2 3 1004 2521 2521 6 2 3 1005 6666
78. dow available after pressing the right mouse button Select marking one row in the data base row the character X is inserted in the column Designation Select all marking all records of the data base Unselect all removing the marking for all records Reverse selection reverses the marking of records Delete object Ctrl K gt removing the highlighted object from the data set and from the map Edit object Ctrl O gt loading the highlighted object into the objects editor Edit OLE object Ctrl E gt editing an OLE type object this option is active if highlight is present in a column of type OLE object Field settings Ctrl U information about which field serves the function of the number and area field Fill field Ctrl W gt entering the given value for these objects which are not filled in the highlighted column DATA 69 Change scale makes it possible to specify whether the selected object is to be shown on the map in a scale such that only this object is visible or this object is only to be found and shown in the scale in which the map is currently visible Sort sorting the data base according to the highlighted data column Renumber renumbering of numbers CALCULATIONS 71 5 1 5 2 CALCULATIONS General information Before commencing calculations in the projects window File gt Projects select a working table i e the t
79. e Use the Editor of symbols to create new symbols Buttons meaning mi find code Crtl S gt Depending on the highlighted column enter code in symbolic mode code in numerical mode or a string of characters from object name A 24 sort codes Sort by highlighted column pex print table of codes M add new code remove code transfer code to the table Crtl P gt This option is available only when the list of codes was opened from the context menu available in the table after pressing the right mouse button In this situation header of the window with the list of codes contains an information e g Table of codes Instruction K 1 Connection with the table Selected code will be transferred to an active row in the table OPTIONS close window Context menu available by pressing the right mouse button on the list of codes 1 Delete row Crtl K remove code from the list 2 Transfer to table lt Crtl P gt same function as under the button 115 3 Transfer selected Crtl Z gt same as point no 2 but selected code will be entered to all selected points in the table REPORTS 117 7 1 REPORTS Manager of reports The option Reports makes it possible to browse and print previously saved reports icon with calculations results The window Reports contains two sections Upper part contains a Manager of reports a list of available reports
80. e arc s initial point and end point then indicate any point between located on the arc line 3 5 13 Curve draw a B spline curve type Indicate curve s initial point endpoint and any point between them 3 5 14 Point 3 5 15 3 5 16 Insert a point by indication this option enables to add a point to the map drawing First indicate the place where the point will be located then in the opened dialogue window enter its number and if necessary adjust its coordinates Add point Data No Code v x 5634727 00 Y 4555385 00 H inset H Insert a point from work table if the map was created from different table than the work table then it is possible to insert a point from the work table on the map Frontages 2141 insert frontage measure This option enables to enter text of length equal to the indicated line After selecting this option choose font type and indicate the initial point and the endpoint of the line on which the frontage will be placed The frontages may also be placed automatically for the whole object context menu of the map or the whole map option Map gt insert descriptions gt Frontages Inscription I insert inscription After choosing this option enter text which will be added on the map and set text parameters If it is required to add a text with multiple lines press ENTER in order to add another rows Text height is MAP 35 3 5 17 3 5 18 shown in
81. e window will appear where the number and the code of the new point can be entered and parameters needed to calculate the point s position like line length direction and angle Adding a new point is finished by clicking the OK button This option especially allows for mapping objects from the frontages MAP 31 3 3 Another point New point Number Code length i Q increasingly from 0 00 Direction Angle straight right angle 9C Oto right Oother900 Oto left Creation of parcels and usable land objects Parcels usable lands may be added in two ways 1 Textually enter points numbers and boundary points coordinates Use the Editor of objects or parcel area calculation If you want to edit an object first set the parcel usable land layer as editable 2 Graphically use the mouse cursor to connect the points To draw objects boundaries use the closed object tool had icon or the polyline tool L1 icon The polyline tool enables to draw boundaries without closing the parcels into closed objects A polyline may be divided into its component segments Several options are available when drawing a polyline lt Backspace gt removes last connection point lt PgDown gt lt PgUp gt inserts adds a bend point on a previous next broken line segment End use this key after using lt PageDown gt key to move back to the end of drawn broken line lt gt
82. e work field press the left mouse button and while this button is pressed move the mouse cursor to the place of right bottom corner All elements of the form have their equivalents in the text file displayed in the left part of the editor of forms window Changes in the form may be done by editing its graphical part as well as by modifying the text section Codes The K1 set of codes included in the program is a combination of codes included in the K1 instruction and codes developed for the needs of Geo Info v 2 6 The difference in the amount of codes in both sets results in codes without their equivalents remain not changed when they complete a code set e g when changing from Geo Info code set to K1 the code SOPB1 Horizontal network I classified in the instruction as B III will be added to the list of codes K1 if few codes have one equivalent it will be assign to them as many times as it appeared in the previous set Although it has same designation the program will distinguish it in such a way that another change of the set of codes will assign codes properly Use the option of the main menu WINDOW gt CODES to display the list of codes The columns contain as follows symbolic code numerical code group for which the code is assigned object description taken from Geo Info program and symbol if defined Double click on the Symbol column opens a window with definition of all symbols where it is possible to assign a symbol to a cod
83. ed in we press the button Points or Objects depending on whether the set is to be created for point objects or linear objects If some objects have already been present on the selected layer then as many empty records as many objects are present on the layer will appear in the created data set A column Number will be automatically created for point objects and numbers from the point coordinates table will be copied to this column 64 C Geo USER MANUAL 4 2 Sets x Description Points points data Objects objects data Layers Lines M Objects Data sets Data sets are structures defined by the user They can contain any information about objects One data set can be created for each layer either for linear objects or for points For the layer of parcels and usable lands a data set is created automatically containing the columns Designation Parcel number Usable land number Code Area Information about the map and the layer concerned by the displayed set map layer is Database Ej Ud wi 9 Q B amp B B 0E OS HE wv Ozn Numer dazialki Kod Powi Pow ew Pow wyr m 27 678 20180 m 27 679 42502 S 27 680 21403 S 27 856 9548 S 27 857 41988 m 27 858 E AAPA contained in the header of the data set window The window containing a data set can be opened by gt clicking an object while the icon X inthe map window is active or by executing the
84. eene nnne nenne nenne nennen nnns 20 EIN I L M TA 20 Hcr c 21 Tabs in opened windows esses eeeeeees eee enne nennen nnns nnn nnmnnn nnmnnn nnmnnn ennnen 21 Color col tmpi eo ec et to Rae onn v eee open a EE Ro gua ee EN vg ERU eee US 21 COmte xt MeN c 21 Contents 3 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 Part Ill a 5 WON cRIUDnDMEME cer 22 Select PONS i eens ec LER 22 Pind PONE eec LP 22 Remove point netu een AA ANAE bade lee bau Ad ceva enewbees 23 Ren mber polnls acess p E Ie cae ELAS ee Se a a 23 Change of points codes einasi iiaii oaiae aeaa ure ideales cesi c eder lider c re d aid eee seeds 23 Lite II RET 23 hizdrchpxernnme 24 Statistics ce P INE 25 Restore previous numb er eeeeeeeeeeeeeee eee ee enne nennen nnn mnnn nnmnnn nnmnnn neneman nnmnnn nananana 25 What to edit i hehe nS lacclersrRerledetcscrcrselereriadion 25 Points control i e s cess chive edn eee eosin ek eee ee ee TP n ioe ee 25 Points tFANSMISSIOM eee 25 Show hidden poinlts 3 aa deter araar aaa a eaa ra eia Ea teni Sadee aanre aS aTa 26 Hid selected points rei nene rete AE AEEA EEEE 26 Hide p
85. elow the cross section the cross section title What to edit i e which ones of the additional columns are to be editable Enabling the printing of a millimetre grid overlaid on the cross section automatic generation of a cross section print form It is also possible to disable editing of some layers of the data column Calculations calculation of the area contained above the second and below the first cross section excavation and above the first and below the second cross section embankment 104 C Geo USER MANUAL 5 19 1 5 19 2 embankment excavation excavation Cross section u Cross section Increments shifting the cross section by a given value of height or distance The shift can concern any layer of the cross section Tab Parameters This tab makes it possible to specify the number and content of the rows located in the table below the cross section comparative levels colors of individual layers of cross sections The mentioned parameters can be set for each of 15 cross sections using the panel located in the lower part of the window Column Row enter a value specifying the row in which the description is to be placed Value of 0 means no row in the table below the cross section Column H of letters font size in mm in the row Column Angle the angle in degrees at which the description is made value of 900 means drawing the descriptions vertically Colum
86. for external files exe ink bat so called plug ins If a subfolder wtyczki containing some program files extension exe ink bat is present in the directory in which the program is installed then a menu Plug ins with a list of programs will be added at the start up of C Geo Every program from this menu is called with 3 parameters the path of the current project the name of the current working table and the name of the active map base window provided that any window of this type is active EXAMPLE OF CALCULATION COURSE 123 EXAMPLE OF CALCULATION COURSE In the case of any doubts while working in the program it is recommended to use the HELP in the main program menu or to press the key F1 1 Begin the work by creating a project and a table In the main program menu select the option FILE and then PROJECTS In the opened projects window in the frame Projects press the button n adnan rope enter the project name e g TEST and press ENTER or click the button OK then in order to create the table press the button ddnewtable enter the table name DATA and SA Set as working type in confirm with ENTER key Mark the table as the working table using the button w Open table order to write the calculated coordinates in it and press the button 2 In the opened table enter two given points of the network the first one of coordinates x 100 y 100 and the second one of coordinates x 10
87. format Object basic element of the map drawing e g parcel building lamp post Map image generated by the application on the basis of data from the tables Map can not exist without the chart it refers to Layer group of elements of one kind Regular table one of the tables not necessarily from the project from which the coordinates of each point are taken Data set contains descriptions of objects from one layer INTRODUCTION 9 1 4 Howto work with C Geo Simplified description of work stages in C Geo program Create a project Create a table of coordinates Enter import points coordinates Geodetic calculations Print calculation reports Generate a map optionally import a map or load a raster Create objects Map drafting Map export or printout OONDOABRWNDY 1 4 4 Create projects and tables In order to start working with the program create a new project by clicking on the option PROJECTS gt Add new project Projects may be grouped in folders Enter project name and press OK The next step is to create a table in the project you may also choose a table template Enter table name and press OK While creating a new project you may specify its projection parameters enter accuracy data and angular units used for calculations Projects x Project Table More T P LJ Add new Folder 2 4 Add new project P a ge Ga Save copy of all projects a Load cop
88. fset 0 and the icon CALCULATE In the table field calculated point specify the number 201b the current 12 00 the offset 0 and the icon Y CALCULATE Al CLOSE WINDOW Two points of the stairs are already on the map Click CLOSED OBJECT and connect analogously as with a building 201a 201b the right button NEXT POINT TO THE LEFT no 201c the distance 3 OK the right button TERMINATE PERPENDICULARLY no 201d OK In order to draw the stairs mark this object clicking it with the arrow symbol click with the right mouse button and select FILL OBJECT STAIRS Next in the dialog window select the number the interval and the shift of the stairs In order to have the stairs drawing not covering the building contour go to LAYERS click the layer BUILDINGS and with the button on the right side of the table move the buildings layer above the zero layer because the stairs drawing is on this layer It is possible to do likewise e g in the case of contour lines 11 Next we will determine other features Given are terrain measurements performed using the orthogonal method The measured features are one lantern three power network poles two trees and a sidewalk Go to the option CALCULATIONS gt ORTHOGONAL enter the data of the tie points 3 and 4 Go to the option NS DATA and enter 30 466 798 chodnik 302 466 1291 jchodnk 3 The symbol code can be entered now
89. fy what should be the accuracy of the given number Accuracy for length data a possibility to increase the accuracy of the entered lengths of an arc or clothoid long segments of curves can be influenced by too low accuracy of entered lengths of curves critical angle for fractures with very small angles of switch of the route tangents a broken line is planned instead of curves The user can specify for what angles of switch it is not necessary to enter the arc data Shift of the formation line with respect to the route axis a change of the parameter results in the formation line being counted as if it was next to the horizontal axis of the route The offset while determining the heights of points on the edge given offset shift In the tab Renumbering it is possible to specify the method of assigning numbers to straight segments clothoids or circular arcs specifying the prefixes and starting numbers or possibly to specify a uniform numbering for the whole route After specifying the numbering rules and pressing the button Renumber the program performs a change of numbering of the calculated points Tab Additional points It is possible to enter the data of special points on the route of given parameters point at given count of hectometres by specifying the value of hectometre and metre for the point point beyond the route axis shifted to the left or to the right by the value of shift e g a lantern which has
90. g 147 1240 Go to the option POINTS DATA and enter in sequence the number 101 the direction 93 1820 and the distance 24 23 Next press the icon PERFORM CALCULATIONS or press the keys lt Ctrl O gt The coordinates of the point 101 should be x 118 16 y 116 04 Go back to TIE DATA click the icon NEW DATA and enter the data of the tie points The station 2 the tie 1 and the direction 220 3460 Go to POINTS DATA and enter in sequence the number 102 the direction 271 1340 the distance 20 14 Press the icon PERFORM CALCULATIONS The result x2114 42 y2185 94 press dii EXIT and S REFRESH in the map window Go to the option CALCULATIONS gt ORTHOGONAL enter the data of the tie points 3 and 4 Go to the option POINTS DATA and enter in sequence the number 103 the current 10 31 the offset 15 69 and in the second row the number 100 the current 80 78 the offset 22 52 Press the icon PERFORM CALCULATIONS The result 103 x 184 31 y2189 69 100 x 177 48 y 119 22 aii EXIT ne REFRESH 6 In order to create a layer of parcels click the icon LAYERS ADD LAYER and specify the name e g PARCELS Next set the layer type to PARCELS the check box Layer type A descriptive base for parcels will now be automatically created In order to proceed to editing this layer double click the word NOT in the column EDITABLE Then click CLOSE 7 Create the first closed object It will
91. h inserts an open object onto the zero layer at the place of printout This can be helpful in the case of accurate editing of the map arrangement inscriptions contained in the scope of the future printout 40 C Geo USER MANUAL Print Scale Position Symbols size Print Default 1 1000 No Points Q1 2250 x 5637848 79 C Sectional division v 4553991 93 Inscription size C Square grid description print minor view Rotation angi iusti und C Printout scale C Printout date and time C Black and white pi Printout schemes ej y om amp J eJ amp amp aj the whole map and a rectangle containing a region dependent on the printer settings page size and the map printout scale are displayed in a dialog window A map fragment for printout can be selected by moving with the mouse cursor in the frame Default scale the default scale of the printed map is given in accordance with the scale of the generated map and the user can change the map scale by themselves however it should be remembered that the location of inscriptions with respect to the map content on the printout will then be different than on the map preview on the screen because they have been generated for the default scale In this case location of inscriptions on the map should be entered again or edited the Print mirror view option enables to print a left sided map drawing in the Position frame enter c
92. hat no snapping to an existing point occurred is then signalled by drawing a red dot and a sound signal provided that this option is enabled Snap to points without number a possibility to snap to points with to points and lines this option is active only when attach without a point option is turned on snapping range set a circle radius in mm to determine the snapping area Snapping vau to points 2 0 4 C attach without point C snap to points without no 3 10 Change of standard scale Change of the scale in which texts and symbols are drawn MAP 55 3 11 Points display settings Set if points without a code or a number inserted directly on the and marked with symbol are visible on the screen 3 12 Sectional division square grid Enabling or disabling the sectional division Before enabling this option see whether a correct zone is specified in the options 3 13 Insert descriptions This option makes it possible to attach a description to points numbers coordinates or linear objects First choose the layer with objects you want to describe then set text attributes style size etc Font Font Size Style Enter C Italics all C Bold update C Overlay complete C Underline delete Position above the linea Hyphens Q on the line de under the linea otour kca 0j O perpendicular Frontages must have specified style insert all
93. he coordinates or the number of the point laying on the map sheet you are interested in as well as the scale of this map you can calculate the emblem from the map To do so enter the data in the proper fields and press the Mark out from emblem button Use Code field to enter code of points as an additional screening criterion This will select all points with given code Screening Screening settings Emblem xmax 11 Yw 1 Ymax zmin Scale 1 1000 Mark out emblem TABLE 25 2 15 2 16 2 17 2 18 2 19 Statistics Information about the number of points in the table max and min coordinates number of inscriptions number of objects on the map and the area covered by the map Restore previous number If a point number was changed in the edition mode or as an effect of the Renumber points function its previous number is still saved in the Old number column Choosing the Restore previous number option will switch values between the Old number column and the Number column This option works with selected points only What to edit Select editable columns Values in not editable columns will appear in gray Points control When working with the tables the Points control function is available You may control points with this same number or located nearby user sets the control range A list of points within selected search criteria will be generated as a result of us
94. he start point of the line being determined by specifying its number indicating it on the map or selecting the line on which it should be located and specifying the value of frontage from the start of the given line the perpendicular straight line will be placed at the distance equal to the given frontage Next specify the number of the end point of the perpendicular straight line or indicate it on the map or possibly specify the straight line on which it should be placed and specify the value of frontage from the start of the line to the point Position of the second end of the perpendicular straight line can also be determined graphically by indicating the place of its ending G determination of a straight line parallel to a given line After selecting a given straight line specify the position of the starting point of the parallel straight line indication of a point or a straight line and current on which it is located The second point of the parallel straight line can be determined by specifying the straight line on which it is located specifying the value of shift from the first point of the straight line being determined or indicating graphically the end of the straight line determination of a straight line at a given angle to a given line After selecting a given straight line specify the position of the starting point of the straight line at an angle to the given line by indicating a point or a straight line and current on which i
95. he tree code DLI has been assigned to it Point 308 Click the icon e SYMBOLS from the list LAND DEVELOPMENT select the symbol MEASURED DECIDUOUS TREE select the layer and OK Next click the point 308 with the tree symbol glued to the mouse cursor The icon SELECTING Next we will draw the sidewalk Select editable ZERO LAYER in LAYERS LINE STYLE SOLID LINE OK CLOSE L1 OPEN OBJECT and connect the points 305 311 and TERMINATE the right mouse button 306 312 302 314 301 316 Select f ARC and connect 312 314 and click 313 connect 311 316 and click 315 The points 304 309 and 303 are low voltage power network poles Click the icon OBJECTS K1 look for POWER NETWORK LOW VOLTAGE OVERHEAD LINE or enter in the frame PNN click OPEN OBJECT and connect the points 304 309 303 and TERMINATE the right mouse button Now the layer POWER NETWORK has been automatically created 12 Levelling The network points have been levelled in the terrain by using the technical levelling Let us assume that the point no 100 has the height of 100 00 m The measurement results are entered to the table in the option CALCULATIONS gt LEVELLING In the first row enter in sequence The number of the point backwards 1 the readout backwards from the first and the second measurement Underneath The number of the point forwards 2 the readout forwards from the first and the second measurement etc The table will look as follows
96. hlight in the table to the spot height which is to be a tie point and pressing the key F5 or the icon s a a 1or selecting the option Tie from the context menu available after pressing the right mouse button A point selected as a tie point is marked with red color in the column Item at p makes it possible to renumber the spot heights Specify the number of the first spot height the numbering interval and possibly a prefix or suffix this icon makes it possible to sort the spot heights in ascending order of numbers Context menu available after pressing the right mouse button contains besides the basic options of the module also the following additional options angles book after performing calculations it is possible to generate a task for the module Azimuths lengths angles containing the calculation of angles between the station and the tie points offset after entering the offset value at the highlighted spot height the direction and distance are CALCULATIONS 81 recalculated in the tacheometric book vertical circle specification whether the measured vertical angles are zenith angles or vertical angles recalculate distances recalculation of spatial distances to reduced distances and vice versa After selecting this option provided that there is data for performing calculations for all spot heights the distances in the editor are recalculated recalculate angles rec
97. i gt Zachowaj zmiany x Zamknij Available options LI draw a broken line Use the left mouse button to indicate the bend points Finish drawing by pressing on the right mouse button O draw a circle Indicate the center point and a radius C draw an arc Indicate three points initial point endpoint and any point between them indicate the place of symbol insertion red dot D clear symbol save symbol load symbol The button List shows all elements that the symbol consists of here you may also remove unnecessary elements The frame Type determines how constituent elements of the symbols are drawn contour draws outline only OPTIONS 113 6 4 6 5 filling draws outline and filling cont overlay draws outlines with transparent filling that overlays the map content overlay draws only overlay areas The frame Sequence determines the drawing order of constituent elements of symbols All entered changes will be saved on the disk only when the button Save changes is pressed Pressing the button Close will cancel all entered changes If you have defined a new symbol and pressed the button Save changes then restart C Geo program select the option Window gt Codes click on fill out blank fields and then OK Now double click on the last column of newly created code a window Choose symbol will show up here find the symbol you have defined value displayed in the
98. ible that the route is running from the north to the south sequentially through The icon calculate the vertices w1 w2 w3 w4 If we want the program to calculate intermediate points click the icon and enter Distance between intermediate points In this case it is 1 metre Accuracy of the coordinates XY is assumed In the same option window it is also possible to enter whether edges are to be determined along the route There can be nine edges In this case the edge no 1 is away from the route by 5 metres to the right The program will double all intermediate points of the route shifted by 5 m Other options place main points in intermediate points placing the main points of an arc in the table of intermediate points in this way the intermediate points and the main points are visible on a route printout Intermediate points at round count of hectometres determination of intermediate points at every hectometre 100 C Geo USER MANUAL 5 18 2 5 18 3 Sequential numbering of the main points within an arc if this option is not checked the program is numbering as follows PL 1 S1 KL 1 PL 2 S2 KL 2 PL 3 S3 KL 3 whereas if we check the option the numbering will be PL 1 81 KL 2 PL 3 S2 KL 4 PL 5 S3 KL 6 Number of the point on the edge intermediate main hectometre if any of these positions is checked then the point number will be the same as its distance from the start of the route Speci
99. ich include here the data before and after milling the road surface CALCULATIONS 105 LOL ALES wur WS Number af H ngleeofber Slope m 636 TUI 443 37851 86 70 274 96 2 638 546661 4 61 3785183 65 275 28 10 49 3 639 546661 4 51 3785182 44 275 31 2 08 4 640 5466614 35 37851 79 35 275 33 0 83 5 640 5466614 35 37851 79 35 275 33 6 841 546661466 37851 76 21 275 32 0 25 642 5466615 06 37851 74 73 275 38 3 33 8 643 5466615 02 37851 72 63 274 15 58 55 lll VR AIL AIV AY AVI AVILAVIL AIS AX AX AXIL AXI A XIV AXV Parame HectometG 14 met r 20 000 Layer name These can be coordinates as in the example as well as distances and heights In order to calculate volume from cross sections it is necessary to describe the location of the cross section on the route to specify its count of hectometres e g 1420th metre of the route i e 14th hectometre and 20th metre After entering these data in appropriate fields it is important to click with mouse in another field on the screen because only then the hectometre or metre data will be remembered by the program After saving a task to disk and pressing the icon of loading tasks we should see the count of hectometres for every task x x PB PRT C AC GEO projektyM arianGoryszprzekroje Ne Name Size Modified i 18 707 2006 10 02 P PODLUZ 3 PRT 28 153 2006 10 02 rzekraje P PODES map C3 P1 map C3 przekroje map Cross sec d c
100. icon Calculation of volume v Pressing the icon while the icon Y is pressed Calculations can be performed with reference to a horizontal plane or any plane specified by 3 points In both cases the first step is to select the model on which the calculation will be performed from the presented list of existing sets of type nmt For calculation of the volume from a horizontal plane enter the reference level height of the horizontal plane For calculation of the volume from any plane enter the coordinates X Y Z of three points determining the reference plane Value of the surface area of the spatial model and its projection on a horizontal plane are calculated We recommend the differential method for calculating volumes Generate a terrain model for the lower part of the solid Calculate the volume of the model from a given reference level lower than the existing heights Generate a model for the rest of the solid with the same points limiting the solid as in the first model Calculate the volume of the model from the reference level assumed beforehand The difference of volumes will give the correct value The drawing below explains the differential method CALCULATIONS 95 fs x if 9 77 VEL of 4 2 IIA 45 Fal Pra r ISSA KA KKK X RQ RASA LUN X XX KS MANSIS II EE LALLL Biel EAD 5 15 4 Interpolation of contour lines 5 15 5 Pressing the In the dialog window select Li icon while the ic
101. ing this function You may then remove duplicated points or nearby points Points transmission Points transmission to field recorders enables to transfer selected points to Psion WorkAbout Psion XP LZ M Geo Elta 50R Topcon GTS Sokkia Set 5F to a file Sokkia Set 5F Sokkia Set 500 600 PowerSet Elta R Elta C Zeiss DiNi Nikon DTM 300 Nikon DTM 330 350 500 501 npl350 Geodimetr file format Topcon SSS TerMap Leica GSI 8 digits format Leica GSI 16 digits format South Points transmission from field recorders enables to transfer selected points from Psion WorkAbout Psion XP LZ M Geo Geodimetr Topcon GTS Topcon SSS TerMap Nikon DTM 330 350 500 501 npl350 Pentax 26 C Geo USER MANUAL 2 20 2 21 2 22 2 23 South Choose transmission type then press Start transmission button and follow the instructions in the transmission window Show hidden points If there are any points without numbers on the map activate this option to see them in the table with the symbol Points without numbers usually appear when an object is being drawn on the map and the Snap function is turned off You may also uncover previously hidden points with numbers Hide selected points Points in the table may be hidden Before using this option use the mouse or the F5 key to select points you want to hide Hide points Only points without numbers will be hidden these points were previously displ
102. installation CD to your CD ROM 2 Installation wizard window will be displayed automatically follow the instructions on the screen 3 If the installation wizard doesn t show up automatically open Windows Explorer gt CD ROM drive gt and start SETUP EXE file Follow the instructions on the screen 4 When Borland Database Engine Installation Upgrade window will be displayed press OK this program is necessary for proper functioning 5 When the installation is completed press the FINISH button C Geo program will open automatically First start up When C Geo program starts a login window shows up It is not necessary to login if there is only one user of the program in this case just press OK You may stop displaying the login window in the program s configuration If there is more then one user of C Geo the login window enables to register information such as who created a project ATTENTION after first installation of C Geo only one user administrator is defined with blank password In order to change the settings click the CHANGES button this window will be displayed Here you may change passwords or add a new user After starting the program information about the owner of the license is displayed in the lower right corner To start a new project go to upper menu FILE gt PROJECTS Basic definitions Project group of tables and maps Work table set where points coordinates are saved Tables are saved in Paradox
103. ion enables to draw an object even when some of its points are not visible on the screen view lt gt lt gt Zoom in and zoom out your drawing Page Down gt Page Up edit previous next side of drawn object Use this option to move back to previous sides if for example you forgot to add one or more points Move forward to the last drawn side by pressing End key lt Backspace gt delete last drawn bend point on the object lt Esc gt stop drawing object will not be saved Context menu available by clicking the right mouse button contains options as follows finish finishes object drawing If you draw a closed object this option will close the object automatically finish perpendiculary option available for closed objects only will close an object by adding straight lines perpendicular to first and last drawn sides lf the drawn object was based upon existing points than after selecting this option a dialog window will appear where user can enter the number of the new point laying on the intersection of two perpendicular lines close toward frontages closes the drawn object by adding straight lines at given length draw perpendicular draws perpendicular lines only next point this option enables adding a new point at the end of a segment After selecting this option user must choose whether the point will be placed on the lengthening of the line or at a desired angle to the line left or right A dialogu
104. laced on the layer buildings the objects constituting boundaries of buildings will be placed on the layer X other the objects constituting boundaries of other objects will be placed on the layer 50 C Geo USER MANUAL 3 7 It is necessary to set a layer type to place calculated objects properly and for export import function 2 Visible set if selected layer will be drawn on the map 3 Selectable set if objects points located on a layer are to be selectable Selectability is a property which greatly facilitates attaching objects to points 4 Editable set which objects points on a layer are to be editable remove change add Editability is a property which can be assigned to one layer only 5 Line type and layer color specifies the line style with which the objects are to be drawn The specified style is the default style while drawing various line styles can be used for various objects from a given layer Color is an attribute assigned to all objects of a given layer Attributes from points 2 6 are set by double clicking with mouse in an appropriate column 6 Fill set fill type to be used to fill closed objects no fill pattern means that layer is transparent all underneath layers will be visible map color this color will be used for filling layers underneath filled closed object will not be visible layer color this color will be used to fill closed objects fill pattern six kinds of p
105. lations a list of all calculations and tasks Use this option to find and open a task quickly without a necessity to use the calculation module from the main menu 3 Rasters rasters management 4 Databases a list of all databases created for opened project 5 Views see description below legend Opens a legend window with options as follows Re 1 Layers LI set layers in this folder as visible set layers in this folder as invisible set layers in this folder as selectable set layers in this folder as not selectable signalized by red circle set color and line type for all layers in this folder see line style Og Bg create folder layers may be grouped in folders C Geo USER MANUAL create layer show full map remove empty layers properties layers statistics number of points objects inscriptions rasters broken lines distances sum closed objects surface area sum Re 1 A Layer set layer as visible invisible visible layer is checked set color and line type see line style set fill pattern see line style set layer as selectable not selectable Red circle indicates a not selectable layer set layer as not editable set layer type as parcels BHA set layer type as buildings set layer type as usable land set layer type as other show full map Bru clear layer i uU A change layer name remove
106. layer Gi Cd set as not printable D e 3 Rasters opens raster fit window O le set rasters in this folder as visible MAP 45 set rasters in this folder as invisible add raster RCF file format remove rasters form this folder create folder raster may be grouped in folders d o Ww update raster path A J L2 o y 7 set raster as visible invisible Red circle indicates an invisible layer remove raster move raster insert shift parameters update raster path D a o E properties raster information 3 5 37 Views Click the Save current view icon to save current map view Use Apply view option to load previously saved views To remove saved views click on the Remove view icon Views vau first view second view b X 3 5 38 Switch over to table Lf switching over to points table 46 C Geo USER MANUAL 3 5 39 Exit close the map window 3 5 40 Mouse roller Roll a mouse roller to zoom in and zoom out the map view Press and hold the mouse roller to move the map parameters may be changed in program options Map Calculations Transmission parameters Other Texts Settings Font C GEO v 10 vi C warn before deleting object Width 3 heigh Inclination 15 delete line l 2 C line thickness set by colour Forms C
107. lculate the area and adjust it Remove removes the object Move to makes it possible to move the object to another layer Frontages makes it possible to insert frontages on the map for the given object Fill object stairs slopes retaining wall makes it possible to fill the object with an appropriate symbol Object division we select this option We want to divide our parcel in half and the division line is to be parallel to the line 100 101 Click with mouse the table field NUMBER and enter 100 ENTER 101 ENTER Next click the field DESIGNED AREA and enter 2264 5 Next click the field NUMBER in the lower table and enter the numbers of the new points 104 and 105 Click OK The object on the map the parcel no 500 has been divided The numbers of the new parcels 500 1 and 500 2 are entered as described in point no 8 Now delete the old parcel number from the map click it and press the key DELETE 9 The next task is to determine a building on the parcel 500 1 where the terrain data are two measured points of the building and frontage measures Create a buildings layer clicking the icon 126 C Geo USER MANUAL LAYERS ADD LAYER and enter the name e g BUILDINGS Set the layer type to BUILDINGS mark it as EDITABLE and click CLOSE Go to the option CALCULATIONS gt ORTHOGONAL and enter the data of the tie points 1 and 4 Go to the option POINTS DATA and enter the number
108. lds Forms can be edited using any text editor or selecting the main menu option OPTIONS gt Forms editor Forms in the program C GEO can be for example print of a topographical description of a sketch description and map design of real estate division frame of the principal map etc Icons meaning load form Text files containing form definitions have frm format This option also enables to load files in fr format these are binary files created by Save form option along with a form definition they contain all entered changes like filled text fields and information about inscribed map EP o m save form Save a form with all entered changes A file in fr format will be created export form to raster file With a possibility to create a tfw file georeference information insert form Insert a form on the map print form on a printer or a plotter w Pla printer plotter settings zoom in form view on the screen 52 C Geo USER MANUAL zoom out form view on the screen redraw refresh form drawing B additional options divide a form into sheets set printout displacement print mirror view option The option of division into sheets makes it possible to print the whole form in the case if it does not fit in the format available in the printing device After pressing the button and selecting the option divide form into pages lines of division into
109. led all numbers of points are printed otherwise only these numbers are printed which do not obscure other numbers The description size is calculated in points on the screen and it does not depend on the map magnification description as text constant description It will be assigned to a layer We specify MAP 39 3 5 28 3 5 29 font type font size font style position previous if descriptions were previously transferred on the map new description will be located in this same place automatic inserts descriptions at the calculated point ignores all editorial shifts delete removes transferred descriptions from the map angle with respect to the grid or the frame In the case of setting with respect to the grid the inscriptions will rotate together with the square grid In the case of setting with respect to the frame the inscriptions will not change their position After pressing OK the program will display a window in which the layer concerned by the description should be marked In the case of points the zero layer should be highlighted because points are located on this layer inserting a point number in whole or in part before or after separator Information i enabling disabling the function of displaying the information about objects Disabling this function results in after selecting a point with mouse setting the corresponding row in the coordinates table provided th
110. m bn b mm 0 20 0 20 0 21 0 20 0 21 0 22 0 21 0 20 0 21 H I mmn 1 11 1 10 1 10 1 12 1 11 1 03 1 08 1 09 1 03 H p mm 1 10 1 12 1 11 1 10 1 11 1 10 1 08 1 03 1 10 Adjustment of observations evaluation of the accuracy of measurements and calculation of rail axis coordinates on the basis of adjusted values Adjustment of observations is performed according to the formulas presented below on the basis of averaged data of full cross sections i e cross sections where no x a b andr are given At least three full cross sections are necessary for performing adjustment On the basis of calculated corrections accuracy of the performed measurements is evaluated m0 2 5 mm and rail axis coordinates are calculated on the basis of adjusted values of a b r yi r a b vi 28x yi 90 C Geo USER MANUAL 5 14 System of standard equations xx x xy 0 x 8 n8 y 0 vv Evaluation of the accuracy of measurement m0 n 2 Exact adjustment of horizontal and levelling networks Exact adjustment of a horizontal network and a levelling network The module makes it possible to perform exact adjustment of a horizontal network and a levelling network using the method of least squares The maximum number of determined points is 100 up to 500 points for the Professional version The following calculation options are available for
111. m one column on the map Selection of the column is made by placing the highlight in adequate column It is possible to insert a description for one object or for all objects in the base Data from the selected column are transferred in the form of inscriptions inserted for closed objects in the middle of the object for open objects above the middle side of the object for point objects next to the object After selecting the option in a dialog window specify the type size in mm and style of the font and the position at which the inscription will be placed Old position if the inscriptions have already been transferred onto the map a new inscription will be placed in the old place if text shifts have been performed they will be retained Automatic position inscriptions are inserted at a point calculated according to the rules described above all editing shifts will be ignored Delete results in removing from the map the inscriptions transferred beforehand Add makes it possible to enter another description in a new row e g when names and numbers of objects are in separate fields in the base it is possible to place both these pieces of information by entering the first one option Automatic position and then the second one option Add search for a record Searching is performed according to the column in which the highlight is present calculate area or length perimeter of objects
112. move the X mark from the first column In the third column enter the name of line type in AutoCAD which refers to the line type in the exported layer if the user of AutoCAD has not defined proper geodetic types of lines they will appear as solid lines In the Export range tab set if all objects will be exported or the map window content only or objects selected in the database e g by SQL query Contour lines may be exported to DXF format with the heights of skeleton points it makes it easier to picture a 3D map drawing in the CAD programs 1 6 3 Map Info 3 0 Map Info 3 0 export files to MIF format accepted by Map Info program 1 6 4 Microstation Microstation exporting data in the microstation program format DNG files or text script files they can be loaded into microstation using the following option Utilities gt Key in entering command like c cgeo eksport map scr pay attention that there is no space after This option is active only in the map window All the layers on the map are displayed in the dialog window Mark in the first column indicates that it will be exported In order to exclude one of the layers from being exported select it and than press F5 or simply click in the first column and select the proper option from the context menu In the third column the color of the C Geo layer is entered In the Export Area frame user can set whether all or only some selected elements of the map or table will be
113. n Center specifies whether a given description is to be placed near the reference or between references option enabled Column H of rows specifies the height of the row in which cross section descriptions are placed If the value is 0 the program accommodates the row height automatically Column Point no enter the number of the point on which the comparative level is to be defined For one cross section it is possible to enter several comparative levels changing on the cross section points Comparative level specify the height of the comparative level on the point Besides it is possible to specify whether the cross section title is to be placed on the drawing whether the additional description is to be placed vertically on references to the cross section points the iz 10 0 following buttons are used for this H Tab Volume This tab makes it possible to calculate the volume between selected layers of cross sections on a given segment For this purpose save cross section tasks specifying the values of hectometres After entering the tab Volumes specify the starting and ending hectometre and the numbers of the layers between which the volume will be calculated After performing calculations a report will be generated containing the value of calculated volume On the below drawing the data of a cross section have been entered two layers tabs and II of which the first one is currently visible wh
114. n Observations are entered in the form of a book of angles and a book of side measurements extracting observations from tacheometric stations If tacheometric stations are saved in the project a task containing the observations at tie points can be created for the book of angles and sides Example A tacheometric station saved in a selected project as a task in tacheometry After pressing a window appears in which a list of all stations in the given project is displayed Using the button gt one or gt gt all we select the stations from which the observations are to be extracted After pressing the button lt OK gt a task of a name specified by the user is created After executing the option load task observations are displayed in the book OPTIONS 109 6 1 6 1 1 OPTIONS Program parameters Tab Map 1 Program installation adds to the operating system a special vector font called C GEO this font will be set as the default font in the program C GEO font was created to enable plotting on ink plotters as well as marker plotters it also enables double underlines and other functions The default inscription font is used in import functions and when entering any text on the map 2 Inscription width of height conventional character width 3 Font used in forms descriptions 4 Point description font size on screen set point description size in the map options Jf on printo
115. n the column II enter the readouts backwards and forwards after the horizon change In the column intermediate enter possible intermediate readouts e g crosspiece The button MM is used for setting the accuracy of the entered observations readouts from staffs Depending on the setting it is possible to enter readouts with an accuracy up to 1 0 1 or 0 01 mm In result of levelling calculation on a printout or to a report it is possible to save the value of correction on every station measured elevation difference and theoretical elevation difference in a traverse and also a list of elevation differences for every station CALCULATIONS 97 Ord Number Dist I I intem H 1 1652 1635 105 803 2 0 1432 1415 106 023 3 0 1701 1691 106 023 _4 1 1423 1411 106 303 5 n2 1616 106 098 B p12 1657 106 057 1 1558 1549 106 303 8 2 1575 1567 106 286 g 3 1530 106 322 ES p3 1562 105290 11 2 1804 1780 106 286 12 3 1233 1210 106 857 13 3 2305 2299 106 857 14 50 viz 707 108 450 15 50 2290 2275 108 450 16 4 872 857 109 868 17 4 1915 1896 109 868 18 RpB 1401 1381 110 383 Precise levelling Module of precise levelling makes it possible to calculate the heights of bench marks and intermediate points measured using the method of accurate levelling Readouts on a staff can be specified in units of centimetres or
116. ng the region of interpolation are not entered the created model will have the shape of a rectangle spread on the minimum and maximum values of the coordinates X Y from the set of terrain points Presented below is a demonstration drawing containing both the data from terrain and a square grid created by the program CALCULATIONS 93 Cross section points A cross section can run along any broken line determined by the points entered in the tab Cross section points In result of using this option a task is generated for the module of vertical cross sections where further editing of the cross section is possible by adding a table descriptions and generating a drawing Constant connections Used for specifying constant connections between points skeleton lines breakline Characteristic places slope edge saddle can be marked in this way which influences the shape of the terrain model increasing its consistence with the actual course in the terrain and giving greater accuracy of volume calculations This has an application in the case of a terrain model generated using the method of triangles Constant connections can be entered manually tab Constant connections pasted from the map copy the marked points or after generating a terrain model while editing the triangular grid Click the icon insert connection and indicate the beginning and the end of the connection A red line will be added on the drawing Number
117. ng them as ties Make sure that two ties to the previous and the next point of the traverse are measured at all stations apart from the first and the last station The traverse points can be measured at two positions of the telescope then the same point number must be specified for measurements at both positions of the telescope After transmission of tacheometric stations to C Geo the described function makes it possible to create a polygonal traverse consisting of maximum 1000 stations If tacheometric stations will be present in the current project a table will appear facilitating the selection of the starting point of the traverse and then the selection of successive points of the traverse from the available points of tacheometric ties Example An open polygonal traverse consists of six points In the upper table specify the numbers of the tie points Number X Y Tie Pij 20 2000 2000 Tie P2 21 Je000 6000 Tie Ki 24 J2000 180 00 Tie K2 25 6000 22000 In the lower table enter CALCULATIONS 87 5 13 5 13 1 5 13 2 Ord Number Angle Distance PERFORM CALCULATIONS icon i Results Number X 22 20 00 100 00 23 60 00 140 00 Overhead cranes Data Depending on the selected option _ observations coordinates it is possible to enter the following data Rail axes When editing the data concerning the rail axes enter the cross secti
118. nlarge the image to fit the screen 1 5 3 Microstation dgn dng Microstation this option is available only in the map window It applies only to dng files from ver 7 1 5 4 Map Info 3 0 map info 3 0 importing the mif files created by the Map Info program Option available only when the map window is active 1 5 5 EWMapa EWMapa importing ASCII files created by the EWMapa program Before importing select the layer where the data will be imported The ASCII files must contain data exported from the EWMapa program by using the option Transfer data gt copy points into ASCII format however it should not contain coordinates of the points numbers Another type of data transferred from EWMapa are parcels Parcels are exported from EW Mapa by using the option Transfer data gt Copy parcels into INTRODUCTION 13 1 5 6 1 5 7 1 5 8 1 5 9 ACSII format Both points with coordinates or bend points numbers can be used as bend points The third structure derived from EWMapa are borders of the usable lands In this case one should use the Parameters tab in order to load and recode table containing land data Text file Import coordinates data saved in a txt file Import from file C C GEO7 bin V1 txt Data order Muxer 3 7 1002 5634974 20 4555981 17 7 1003 5634932 31 4555955 64 7 1004 5634985 93 4555964 50 7 1005 5634946 93 4555940 91 7 1006 5634578 19 4556243 11 7 1007 5634553 55 45
119. nment to layers data sets structure in layers If you load a template it is no longer necessary to create layers set layers attributes and to create data set structures Move to next step by clicking on Next gt gt button There are 2 ways to assign codes to layers 1 Automatically for each code in the table a layer will be created with this same name as code name Table codes Layer codes Layers Warstwa_zerowa Add cede on layer The picture above shows the effect of automatic codes assignment to layers In this exemplary table points with GRT GRO OSP DIG codes are shown For each code a separate layer was created Additionally a zero layer was created for the points that have no code at al 2 Manually user creates layers and assigns codes to layers First list shows all codes found in the table Second list contains codes assigned to selected layer To assign a code click on gt gt button Example by pressing gt gt button in a situation as shown on the picture the GRT code would be assigned to Layer zero lt lt button enables to remove codes from the layer 28 C Geo USER MANUAL Table codes Layer codes Layers GRT GRO GRT OSP GRO DIG OSP DIG Add cede on layer Third list Layers contains names of available layers You may add remove layers by using Add layer and Remove layer button See also Codes Layers Click Close or Open map button 30
120. ointa riidan HEP 26 Map CRUEL OND oi cscs estas aha ate E canned ducateeersuensersstuncsrts 26 MAP 30 General description 5 1 nested cds te anced esteevecedtles statensede cuted esuedenducddeesvvvateletbecerstersesaest eaters 30 Objects and objects ArawitnG ccceeccesecesseeeeneeeeeeeneeeneeeenseeeeesaesaseeeeneeeeeseaeseseeeenseeeesnaeseseenensiees 30 Creation of parcels and usable land ObjeCts ccsseccseeeeeeseeseseeeeneeeeeseeseseeeeneeeeesnaesnseenenseees 31 ers ui eese D Ec 32 Map icons 5er LLL MIL UM ern ME 32 Documents attached to points and objects 1eeseieeeeeeiieeeeeeeeeeeseee seen nnn nennnn nhan nnn anite n ana tnnn nans nn 32 FAIRE Tr cC ER 33 ZOOMOUL ERE 33 Map alignment we 33 Zoomall ee 33 Previous view 33 Map navigation UTD D M 33 Overlay k 33 Closed object e 33 Polyline we 33 Circle 2222s ee 33 NEA 34 G ve siete Geeta eee te aeo i aie e red PILLE 34 Point 34 FrontagesS D 34 LIES MIDI 34 Insert RTF document eee D Symbols we 35 Recent symbols we 36 eI TIEIDDIPGDRur Zur aiaia 36 teres PP 37 Selectionimode n4 Anl lE nuin L A unitati 37 C Geo USER MANUAL on o 11 12 13 14 15 16 17
121. on is pressed model a set of type nmt on which the interpolation will be performed contour interval for bold solid auxiliary and complementary contour lines generalisation coefficient of contour lines 0 40 The higher the coefficient the lower the number of bend points of a contour line A low value of the coefficient results in generation of contour lines consisting of a large number of bend points which makes editing much more difficult and reduces the speed of refreshing the map drawing After pressing the button OK from the displayed list select the layer on which the contour lines will be placed Cross section In order to make a cross section enter data into the cross section points tab Creating a cross section begins after pressing the icon while the icon is pressed In the dialog window enter in the frame Model select the name of the model on which the cross section will be created the task name under which the created cross section will be saved interpolation interval i e the frequency at which the height will be determined on the cross section line only maximums and minimums whether only the local maximums and minimums of the cross section will be saved or all points save the cross section bend points whether the bend points entered in the tab Cross section points are to be attached to the cross section interpolate the heights of bend points if there are none if the option
122. on the bend point you want to remove drag it to other point to shift point or on any empty place to remove point 3 5 23 Snapping options A opens a window with snapping options Previously it was a temporary window now you may place it anywhere within the map view to points attach without point L snap to points without no Snap to points and snapping range Attach without a point draw in open air Red dot signalizes insertion of a point 3 5 24 Line style M line style Default line style was set in the layer settings You may change it In opened window set line style color and width If you want to go back to default settings highlight the upper left line and press OK 3 5 25 Object color M Colour i When drawing an object you may change its color even though it was previously defined in the layer settings Click on the default color option to restore original settings 3 5 26 Square grid He t Enabling the square grid drawing The first click results in drawing a grid of crosses the second click drawing a grid with solid lines the third click disabling the square grid drawing 3 5 27 Points description Jf description of points The option makes it possible to insert a description of points in two modes description preview working description that will not be printed unless the option numbers preview is enabled before printout plotted or exported externally If the function All numbers is enab
123. on number the current measure X the distance of the left rail from the left reference line a the span R the distance of the right rail from the right reference line b the ordinate of the left rail HI the ordinate of the right rail Hp Selecting the option calculations only in horizontal plane the data concerning only the horizontal plane are edited without HI and Hp Coordinates edit the data in the case if the input information are coordinates of the check points A point number can have up to 12 characters where a point of the left axis must have the character L at the end and a point of the right axis the character P Calculations 7 After entering the option it is possible to specify the degree of the curve into which the rail axes are to be fitted enabled value y ax b means fitting into a curve of the first degree a straight line After pressing the button specify the given span given R The program will proceed to performing calculations together with writing the coordinates to the working table The following calculations are performed in sequence 1 Initial adjustment evaluation of measurement accuracy 88 C Geo USER MANUAL 2 Fitting the average axes at the optimal R and the given R 3 Examination of horizontal orientation 4 Calculation of ground coordinates in the local system and saving the coordinates in the data base NOTE In orde
124. on of the terrain model Enter in sequence Model name the name of the resulting set with extension nmt Interpolation every the size of the interpolation step length of the terrain model square side only for the first method The lower the value the more accurate is the created model and the longer it takes to generate the model For large regions the model should be interpolated using the method of successive approximations in the first step a larger interpolation step should be specified e g 50m after obtaining a result interpolation errors and observing the interpolation time it is possible to specify a smaller step e g 5 m and generate the model again until a satisfactory result is obtained in a reasonable time Number of points for the spline function the number of points from the closest surroundings of the grid node taking part in calculation of the spline function node height maximum 50 The more points the more accurate is the model and the longer is the calculation time Truncation to extreme values Yes if the calculated values of nodes cannot be greater smaller than the highest lowest spot height Setting No is recommended if characteristic points of the terrain have not been measured Calculation of the terrain model can take very long and is dependent on the number of points and the interpolation The calculated model or spot heights of the terrain can be viewed after pressing the
125. on the disk checks free disk space every time the program starts If there is not enough space available the program will display a message and close down Then clear your disk and restart the program 10 Company name text which will be printed when Print company name function is activated 11 Line thickness coefficients it is possible to rescale lines thickness displayed on the screen and printed by a printer plotter Assign a coefficient to each line thickness the thickness of printed lines will be multiplied by entered coefficient This option is useful if your printing device changes lines thickness defined in the program 12 Login window enable disable displaying C Geo login window OPTIONS 111 6 1 4 Tab Transmission parameters Set the parameters of data transfer through RS232 port For most transmissions from recorders it is only required to set the port number the program will set other parameters automatically depending on the type of selected recorder Also you may set the parameters of connected digitizer read the digitizer manual for details and a delay of coordinates transmission to the recorder 6 2 Report parameters Use this option to set different parameters of reports in particular header footer set what information should be printed in header footer also if those information should be printed only on the first page of a report or all pages You may place any content in both header and
126. onal frammMe cccecececcesecesesesesseenseseseceseeeeeeecseeeesssssessssssseensneeeneseneesnenenes 78 Azimuths lengths angles ceterae ecelesie einer 78 Transformation of coordinates 1 1 ccce cieli e ee eeeeeee ees en nnn nn nana hana aa aaa a asas asas asa a nana 79 IEDarBIp ameEI 80 Orthogonal calculations projection ceeeseeeeee esee eseeeeeeeneee eene nnne nnn nena nannten nas 83 Polar calculations alignment work cessere enne nnne nennt nannte nnns 84 Polygonal traverse 5 nue due leeeeeiteeeeiet en deed de raa dy atch des vacddeecuvaaciedssveadinys 86 Overhead cr nes 5 aon e cesses eee ca csc oa eb wa stints carm Ene etus open ne cence SR wget 87 Data 87 Calculations 87 Settings 88 Results 88 Drawing 88 Calculation algorithm 89 Exact adjustment of horizontal and levelling networks eere 90 Calculation of volume contour IiNGS ccccessessessceeceeeeeeenssnssceeeesceeeensensssaneaeseseensnseenseeaees 92 Entering Of data me R I 92 Creating a terrain tMOde l DUMP 93 Calculation of lin eec N 94 Interpolation of contour lines 95 Cross section we 95 Example ec DRM EB TODUNT we 95 Levelling Reem eee ctetuer nr ese a enn eise I c ELM E 96 Precise levellihg
127. oordinates to determine the left bottom corner of the print area in the Rotation angle field enter a rotation angle of the work area in degrees in the frame Size it can be configured whether symbols and inscriptions are to be printed in actual sizes i e in accordance with the height determined during entering text onto the map The second possibility is printing inscriptions and symbols in the scale this results in a change of the size of inscriptions and symbols together with a change of the scale e g if the default scale was 1 500 and the scale for the time of printout has been set to 1 1000 the height of inscriptions and the size of symbols will be two times smaller than entered during editing the inscriptions in the Print frame set the size of points 1 to 5 pixels without any code on the map Besides printing of the following elements can be enabled sectional division description of square grid point numbers preview description of the project scale of printout date and time of printout and whether the printout should be black and white MAP 41 3 5 30 Layers show a dialogue window of the layers 3 5 31 Objects editor iH editor of objects The objects editor makes it possible to enter objects by specifying numbers and coordinates if the points are not it the table of the points constituting the object contour For closed objects entering the same number as the first one results in saving
128. or while editing the point on the map Press the icon UI CALCULATE Go back to TIE DATA click the icon LD NEW DATA and enter EXAMPLE OF CALCULATION COURSE 127 the data of TN tie points 1 2 4 Go to POINTS DATA and LR 4 i ere un 1 a EE m sieci niskiego napiecia 2 E o i937 90 Jedi e aPe 3 306 J1997 1399 chodnik 4 37 2695 HM883 drzewo 5 308 3493 20 00 drzewo 6 309SLU 7099 559 stup sieci niskiego napi cia 7 8 tt X 689 MODO chodnik 9 312 7689 1489 Jjchodnk 10 313 79 36 15 56 chodnik 11 314 JB070 1757 chodnik 12 315 B294 1220 j chodnk 13 316 8563 j1746 chodnik The icon TI CALCULATE Alli CLOSE WINDOW Y REFRESH The codes LAT and SLU have been placed on ZERO LAYER These codes can be moved to other layers using the option MAP gt CODES lt gt LAYERS The points 307 and 308 are deciduous trees The symbols can be assigned using one of the two ways Point 307 Click the icon OBJECTS K1 look for LAND DEVELOPMENT and MEASURED DECIDUOUS TREE or enter in the frame DLI click SYMBOLS and now we have a tree symbol glued to the mouse cursor Click the point 307 and SELECTING Close the window K1 By selecting the option MAP gt CODES lt gt LAYERS we can see that the layer LAND DEVELOPMENT has been created automatically and t
129. ossible to enter the value of contour interval for manual interpolation of contour lines button on the map Draw markers on layers A possibility to disable the display of markers crosses on curves Digitizer This option is used for raster vectorisation using a digitiser The option makes it possible to fit the digitiser into the map system Helmert transformation or affine transformation is performed Points of known coordinates are entered in the table After specifying a point number adequate coordinates are fetched from the working set If the point is not in the working set its ground coordinates must be entered manually Next indicate with digitiser indicator the points on the map corresponding to the entered terrain points After entering the fitting points transformation coefficients are calculated From this moment it is possible to use all graphics functions on the map using the digitiser as a mouse Before using the option Digitiser configure the digitiser and parameters of the program C Geo so that they are compatible It is possible to set the speed protocol and other parameters of communication with the digitiser It is important that the digitiser be able to operate in one of the digitiser modes available in C Geo Kurta Wacom Summa Seiko In the case of problems with configuration of digitiser or C Geo in this scope it is necessary to contact Softline Creation of objects Parcels and usable lands can be entered gra
130. pecifying a point number adequate coordinates are fetched from the working set If the point is not in the working set its ground coordinates must be entered manually Next indicate with mouse the points in the raster corresponding to the entered terrain points Icons meaning define raster parameters shades of grey or number of colors print raster rectification parameters fitting points errors etc save raster rectification parameters fitting points errors etc to the editor of reports choose raster transformation type H Helmert A affine zoom in raster D z t E zoom out raster A a preview window showing an enlarged fragment of the raster this tool helps to indicate the rectification point Bn em remove rectification point removes highlighted point from the table 58 C Geo USER MANUAL 3 17 2 fit in grid of crosses at least two crosses should be entered left bottom one and top right one or if the raster is leveled only the left bottom corner of the square grid may be entered calculate coefficients of raster rectification J93SP4 114 ti rectify raster depending on the file size this operation may take couple of moments Transferred raster file will be compressed and saved in the folder of currently opened project when raster rectification is completed close opened window and go to the next step Load raster Load raster
131. phically on the map by drawing the course of boundaries without closing the parcels into closed objects The tool open object is used for this purpose making it possible to draw a line consisting of a greater number of segments After entering all segments of boundaries use the option Map gt Create objects in order to automatically create objects parcels or usable lands as closed objects are created from the entered data A control of segment intersections and a control of not snapping to boundary points is performed during this process These problems are signalled by a message and marking the erroneous place on the map In order to have this tool operating correctly it is necessary to set the layer type as parcels or usable lands Map transformation Conventional transform the map with all its objects inscriptions points closed objects polylines arcs curves parcels usable land buildings First enter number of adjustment points 100 points is a maximum from the map primary system then enter new coordinates for those points secondary system Entered data may be saved as a transformation task Two kinds of transformations are available Helmert and affine transformation When calculations are completed the program displays coefficients values and transformation errors then transforms the map according to new coordinates system Between systems map transformation between 1965 lt gt 1992 lt gt 2000 systems Sele
132. point and central point of the angle The sequence of entering angles is also from the left to their right looking from the intersected point If distances are present in the construction they are entered in the third table specifying the beginning the end and the side length from the left to the right looking from the intersected point If spatial distances are measured specify also zenith angles or elevation differences These quantities should also be entered if spatial intersection is calculated After performing calculations coordinates of the intersected point appear next to this point and possible errors of point determination appear in the table on the right side Example Calculate coordinates of the point 333 from data as in the drawing Observation error mk 0 01000 g md 0 010 m Edit data CALCULATIONS 77 5 4 5 5 5 Number 501 SIS 85 MEET 05 pelt 190 5401532 96 4702797 33 333 2000 00 333 300000 190 PERFORM CALCULATIONS icon Numer Calculating point 333 Tn T TES el 0 012 mh Combined intersection Directions reduced distances and optionally elevation differences to tie points maximum 5 are entered as observations Calculation algorithm coordinates of the tie points are calculated in the local system on the basis of directions and distances assuming that the intersected point i e the station has coordinates x 0 00 and y 0 00
133. point e g when a lamp post also supports an electric traction wire Remove delete selected object Remove all remove all objects selected by a rectangle selection tool Transfer to transfer selected object to a different layer Frontages generate frontages for the selected object Fill object Stairs generate a stairs Scarps generate a scarp Retaining wall insert a retaining wall symbol Use these options when a closed object or an open object polyline is selected Object division with any given division line Group into linear segments change selected open or close object to separate linear segments Combine segments combine linear segments into a closed object Close open object this option will close an open object by connecting its last and first point Add description add a description to selected point Enables to display a number spot heights etc Select in table select point s in the table Change font change inscriptions font on the map Insert reference add a reference mark to selected text Remove reference remove a reference mark from selected text 3 5 Map icons 3 5 1 Documents attached to points and objects E B attach a raster scanned document to any object point linear object text etc on the map MAP 33 3 5 2 3 5 3 3 5 4 3 5 5 3 5 6 3 5 7 3 5 8 3 5 9 3 5 10 3 5 11 Zoom in i zoom in on a selected fragment of the map There are
134. quality 7 2 tei Ee pdf compression LZw v O black and white Resolution Working Range of export X minm 5634154740 X max 5634985 930 DPI 200 Y min 4555340 310 Y max 4556750 380 Raster size in pixels Mark out from emblem gt gt Emblem Width Set range equal to current view in map window Height time This exporting method might have many uses For example some rasters can be combined and form one or a vector map can be saved as a raster file What is more such image may serve as a background for another project e 20 C Geo USER MANUAL 2 1 2 2 TABLE Entering points coordinates There are three ways to enter coordinates of points 1 By entering data in this order number code if necessary and XYH points coordinates 2 By importing data from a recorder 3 By importing data from a file e g txt file Press lt space gt key to edit entered values Table icons During the edition the following methods of points selection are available single point press lt F5 gt key group of adjacent points use mouse to select points keep left mouse button pressed and move the mouse in required directions all points by clicking on icon unselect all inverse selection 3 Ej Icons x EN CR can be used to remove selected points from the table Copy selected points to the clipboard insert points from the clipboard 9 N choose SQL
135. r it in the column mp The points being the tie points are marked by pressing the key F5 or selecting the option Tie from the context menu available after pressing the right mouse button or by pressing the button aD Performing one of the mentioned actions results in highlighting the adequate cell in the column Item 2 Angles Enter in sequence point numbers the value of angle and the error of angle measurement 3 Directions Enter in sequence point numbers the value of direction and the error of direction measurement 4 Distances Enter in sequence point numbers the value of distance and the error of distance measurement If a zone has been entered Options gt Calculations gt Zone then distances reduced to the system 1965 column D reduced are calculated in the first step of adjustment For a levelling network enter the following 1 Heights of tie points and approximate heights of calculated points tie heights are marked analogously as tie points in a horizontal network 2 Elevation differences Enter in sequence point numbers the value of elevation difference and the error of elevation difference measurement Entering the errors of points and observations can be performed automatically using the button In the dialog window enter the value of error and press the button Enter current or Enter all depending on whether the errors are to be entered only into the current editor or into all editors In addition
136. r to perform calculations at least two full cross sections are necessary No X a R b Other cross sections need not contain all data i e a R or b can be missing in individual cross sections Determination of theoretical axes will be performed on the basis of full cross sections Whereas corrections to rectification will be calculated for all cross sections 5 13 3 Settings Fitting the axes for the given R if yes then corrections will be calculated for rectification of the rail axes at the given R Fitting the axes for the optimal R if yes then corrections will be calculated for rectification of the rail axes at the optimal R Height data terrain ordinates readout from the staff in the fields HI and Hp enter the readout from the staff mm the program will ask for the horizon height for the left and the right rail mm Rails in 1 horizontal plane if yes then corrections will be calculated according to the highest point for both rails If not the program will ask for the theoretical difference of heights HI Hp 5 13 4 Results Initial adjustment the following elements are printed coordinates Y of the right reference line for every full cross section sums and coefficients of the reference line adjusted observations and corrections adjusted coordinates and MO Corrections to the elevation at the given R sums and coefficients of reference lines corrections to rectification of rails at the given
137. red Enter 500 and ENTER It is possible to determine the surface area by clicking the icon CALCULATE SURFACE AREA Click t MOVE TO MAP the highlight should be located in the column Parcel_number of the window DATA set the parameters and OK The parcel number should appear in the centre of the parcel Let us assume that we want to enter one more column into the descriptive base SURNAME Click STRUCTURE and ADD FIELD Enter SURNAME TYPE what will be entered in the edited field In our case a text type field surname Text for text data Integer for integer numbers Real for real numbers E g the field AREA is of this type Date entering a date OLE object makes it possible to enter an OLE type object Set the field width e g 20 the function OTHER and OK Now marking with mouse the field SURNAME for the parcel no 500 it is possible to enter e g Smith 8 In order to perform a division of a parcel the parcel must be selected with mouse the parcel area will be painted and click with the right mouse button A context menu appears Information basic data about the object Set editable results in setting the layer with the selected object in our case PARCELS as editable without the need to go to the icon a LAYERS It is possible to edit only one layer at any given moment See HELP gt C Geo HELP gt FIND gt LAYERS Edit editing the object with the possibility to enter the measured frontages ca
138. s Make sure to set an adequate type of layer If the objects of parcels usable lands are already created on the map they can be loaded by clicking the icon load object 72 C Geo USER MANUAL Parcels for map MAPA BEB mg 9 E amp N Bee v EH No 14 P 63129 Prz 62590 P ew Ord Number X m D_m Die BI 1 7 100 5634158 80 4556750 38 1096 04 2 7 1000 5634962 30 455539806 52 43 3 7 1001 563491722 4555970 85 57 66 4 7002 563497420 455598117 48 85 Modified MAPA If no objects are created an object is entered by specifying the numbers and coordinates if the points are not in the table of points constituting the object contour While entering the points of the object a preview of the object being drawn is visible and additionally after pressing the icon itis possible to generate a drawing of the object with a possibility of printout ue i save object calculate perform area calculations E paste coordinates from the clipboard if they have been copied from the coordinates table beforehand options containing information what and how is to be printed EB EI area adjustment The option makes it possible to adjust an area to a given area entered in the edit field Adjustment to area After pressing the key Calculate calculation of adjusted areas is performed CALCULATIONS 73 Area adjustment Ord Number Area Correction A
139. s X and Y find an inscription possibility of finding whole sections e g after entering the section 531 441 123 we should obtain a view of the given section on the screen Point Circle Rectangle Text Point Number Scale 2250 Find Map rotation Rotation of the map drawing by a given angle in degrees Rotation angle Map rotation angle 45 Raster Raster vectorisation is performed in situations when we have a base map but we do not have a table of point coordinates Therefore this option makes it possible to obtain a vector map and point coordinates from an existing base map Sequence of actions Using a scanner we obtain the map image in form of a graphics file It is good to scan the map so MAP 57 3 17 1 that the coordinate systems of the scanner and the map are parallel This will result in a faster calculation process while rectifying the raster The speed is also influenced by the raster size colour and scanning resolution A black and white raster of resolution 300 dpi is generally sufficient for geodesic purposes Raster rectification Raster loading Raster vectorisation Raster rectification Raster rectification This operation consists in loading a raster file and entering minimum two Helmert transformation or minimum three affine transformation fitting points i e points on the raster for which ground coordinates are known These points are entered in a table After s
140. s a closed traverse therefore we do not specify the ties K1 and K2 In the lower table enter in sequence the number of the second tie point 2 the angle and the distance to the third point of the traverse angle 100 distance 100 In the row Item 2 enter the number of the next point of the traverse 3 its code after clicking the icon EDIT POINTS CODES angle and distance The network in the example has square shape therefore the angle 100 and the distance 100 In the next row Item 3 enter the number 4 the code OSP the angle 100 the distance 100 In order to terminate the traverse in row Item 4 enter 1 and the angle 100 If everything was filled correctly then after pressing the icon CALCULATE the calculated coordinates of the points 3 and 4 should appear with a message saying that this is a closed traverse and specifying the error values Now it is possible to save the report clicking the appropriate icon as well as to save the task After exiting the module ii EXIT click ae REFRESH in the map window 5 Next we want to calculate the coordinates of the bend points of the parcel boundary and to execute its division The coordinates of the points 101 and 102 will be calculated using the polar method and the coordinates of the points 100 and 103 using the orthogonal method Go to the option CALCULATIONS gt POLAR and enter the data of the tie points The station 1 the tie 2 and the direction e
141. s of the points determining this line will appear on the tab constant connections The model drawing can be edited by clicking the icon arrows By clicking the red line we change it into a normal line i e it will not be a constant connection any more and by clicking the black line we change the quadrilateral diagonal thus modifying the terrain model If the model is ready click OK 5 15 2 Creating a terrain model There are two methods for creating a model On the basis of an entered set of scattered points of regular square grid with calculated heights of nodes Heights of nodes are calculated as a result of a spline function created on the basis of the measurement points adjacent to a node the number of points is specified by the user the value number of points for spline function this method is good for determining the course of contour lines After pressing this icon a method is available for creating a terrain model using the algorithm of automatic triangulation amp Using this method it is possible to determine very accurately the 94 C Geo USER MANUAL 5 15 3 volume of regular solids created e g in result of earth works and thus of any embankments excavations i e surfaces of sharp declines For such surfaces application of e g spline functions resulted in excessive simplifications in the created terrain model Pressing the icon while the icon is pressed results in calculati
142. span Corrections to the elevation at the optimal R sums and coefficients of reference lines corrections to rectification of rails at the optimal span optimal span Rectification in vertical plane corrections to levelling of rails 5 13 5 Drawing After entering this option two maps are created HORIZONT CRANE VERTIC CRANE as well as a form containing graphs of the course of rails and corrections to rectification Example Enter the data or load it from the disk from the directory Examples CALCULATIONS 89 Ord Number Dist X om ny Co Cn 0 n2 aon SB Cono c 8 Icon Calculate and specify the given R 215570 m 1 800 6 000 12 000 18 000 24 000 30 000 36 000 42 000 48 000 a mm 0 21 0 20 0 20 0 20 0 21 0 02 0 22 0 20 0 21 R mm 15571 00 15570 00 15573 00 Then Graphs specify the scales of cross sections and OK 5 13 6 Calculation algorithm CALCULATION ALGORITHM In order to perform calculations obtain adequate data presented in the drawing on the site using the method of reference lines designations ai distance of the left rail from the left reference line bi distance of the right rail from the right reference line ri span of the rails I Il II IV points of the local network Calculations can be performed if at least two full cross sections are measured this will make it possible to determine the average axes an
143. ssa sas n Russa aas 54 Points display settings sees ee enneeee eese enne nennen nennen nnn n nnmnnn nenas nnnm nannten 55 Sectional division square grid eeeeeeeeeeeeseeeseeeeeeee sessi enne nennen nina nasa nnn tn nnn 55 Insert descriptions ence tack Ae ceed face elici edd a eese cea Deven eee ee 55 EL VRCPEI ME wes ane cscs cae cuentas cnnetecmcueette cs suneRtbac castes sehen A cractscceateees 55 Find PONG e M 56 Map POTION eme DSL c ME DP 56 crc 56 Raster rectificatiOn vsp aeaaea ra Ecken ed rao Dna aea ind a uaa a aa ERE Rio EN eS e aaraa o Gran oe ERRARE RUM Ra SE PY aap entada 57 I OEC IMS C 58 aC Ec di ncc Dj e 59 Raster transformation eee 59 COntOur NING 2 5 220s sees e Y 60 Contour iriterval 2c endo e ec idoneo idt Leste a eE a a e a aa G 60 Draw markers ON layer 60 ire Lir Ta mcer EM Nach Sd sees ANE 60 Creation of objects icone sesceestuduevenctetbecuecstisssaeesituecdsocvevstedetadeeescetssusestetnees 60 Map transformiatlon 2 inaa crede esc ccce ss eo ccce te sco cuota Soccca rai Da Rs inn D cca D SR iiaa 60 Map coherence control eeeeeeeeeeeeeeee eene nennen nnne nnne nnn nn nans nn nnmnnn nnn nn nnmnnn nsn nennt 61 Present
144. st column A menu is available under the right mouse button making it possible to select reverse selection and unselect parcels Intersections The option makes it possible to calculate coordinates of a point determined using the methods of linear intersection CALCULATIONS 75 5 4 1 5 4 2 5 4 3 angular intersection resection intersection with adjustment combined intersection and resection spatial intersection The editor for each type of intersection consists of two parts a table where the coordinates of tie points and the number code of the calculated point are entered and edit fields where observations are entered Proceeding to entering the observations occurs after pressing the key lt Enter gt while the last entered value in the coordinates table is highlighted The performed intersection is changed by selecting an appropriate tab Linear intersection Example Given are coordinates of two points 1 2 and distances from these points to the intersected point 100 Enter the data into the table as below INumber X Y 1 J50 00 50 00 2 50 00 100 00 Inters point 100 Left side 60 00 Right side 60 00 PERFORM CALCULATIONS icon i Result X 104 54 Y 75 00 Angular intersection Example Number Y 1 50 00 50 00 2 j50 00 100 00 w 101 Left angle 60 00 Right angle 60 00 PERFORM CALCULATIONS icon i Result X 84 41 Yz75 00 Resection Example Given
145. t is disabled a symbol can only be inserted at a point that is already present on the map the option only works for points that have no code Otherwise the symbol is placed at the point of mouse click which makes it possible to insert symbols such as a stadium a lawn etc without inserting a point beforehand In the first step select the symbol that will be assigned to the indicated points Selection is done by 36 C Geo USER MANUAL finding the appropriate group and indicating the symbol or entering the code If selected symbol is already attached to one of the existing layers this layer will be highlighted In other case choose a layer where selected points should be placed If you don t choose any layer points will be placed on the Zero layer Press OK button and indicate points A code completing table information will be given to each selected point Symbols x Symbol description C J wp D Colour tv ges Layers Codes GRT GRO OSP DIG n PUNKTY EWIDENCYJNE 3 5 19 Recent symbols displays a table with recently used codes Select a code to add it on the map 3 5 20 Calculations on the map Pa activates the option of surveys and calculations on the map Coord Hendpoint E E3 Number Code x Y H 33 23 00 43 00 6 00 54 32 00 45 00 2 00 Azimuth 13 9209 Distance 9 22 Dist sum 9 22 Distances and azimuths v The data of points for calculations can be entered man
146. t is located The second point of the straight line can be determined by specifying the straight line on which it is located specifying the value of shift from the first point of the straight line being determined or indicating graphically the end of the straight line v determination of a straight line at a given azimuth to a given line Specify the position of the starting point of the straight line at a given azimuth by indicating a point or a straight line and current on which it is located The second point of the straight line can be determined by specifying the straight line on which it is located specifying the value of shift from the first point of the straight line being determined or indicating graphically the end of the straight line projection of a point onto a straight line A given straight line should be specified by indicating the start and the end with mouse or by clicking on a straight line Then specify the point being projected enter the number or indicate with mouse After performing calculation and specifying the number of the projected point it can be seen on the map lt L intersection of straight lines Indicate the first and the second straight line and possibly their rotation angles and value of shifts of the straight lines In addition it can be specified whether the rotation angle is calculated from the middle of the straight lines or from their start After specifying the number and performing calcul
147. task already exists displays a confirmation window before overwriting a file 9 Red 65 2000 and over sea level when calculating distances from coordinates optional reduction from 65 2000 systems and on the sea level when calculating distances from coordinates in modules Orthogonal projection Polar setting out Azimuths lengths angles 10 Select a formula for the calculation of maximum linear deviations 11 Enable displaying the question if to save a raport after the calculations are performed Tab Other 1 Coefficient of printer calibration entered values are used to multiply transfer of coordinates data to the printer Test different settings to find coefficient values that fit your device best the program can store up to 5 coefficient sets under specific names 2 Font size in editors set the size of font used in the tables 3 Save workplace enable disable saving the workplace opened windows layout when closing the program When this option is activated the program will always restart with same windows layout as it was before closing 4 Print black amp white enable disable printing in color 5 Autonumbering enable disable points autonumbering e g in the tables 6 No page protruding disable sending FF Form feed sign when printing of a report page is completed 7 Open map window automatically opens the map window simultaneously with table windows 8 Choose language version 9 Check available space
148. te coordinates After selecting the map its preview appears The white rectangle marks the region being covered at the selected scale by the working field of the form This rectangle can be shifted using mouse The angle of rotation of the working field in degrees can be entered in the field Angle In the frame Square grid select whether and how the square grid is to be printed In the frame Size select whether symbols and inscriptions should be printed in actual sizes In the frame Printing select whether points without code sectional division and point numbers in the form of preview are to be printed and black and white print MAP Inscription ps Colour O 2 a i zx Je 53 54 C Geo USER MANUAL 3 9 Working field Map scale Position Grid Ee x 5636225173 Emble normal Standard O1 u nc y 4556513 414 Anc O continuous i z O none Size Jj Tr 7 ict safes se Symbols Ji FAL TTE on Hi as e Qin scale Caption real Qin scale Print points i C divide into sec C preview no bl wh print sp Snapping to points selecting this option with disabled option attach without point results in that objects can only be created by indicating existing points Enabling the option attach without point makes it possible to insert an object an object bend point at any point The fact t
149. tes for calculations from primary tables and saves them in the work table The choice of the primary table is done by clicking set as primary In the project menu it is possible to search for a project according to certain parameters e g name cadastral unit work book no etc or according to given description of the object area Save a backup copy Y Ga Save project copy Bl Load copy of project When you choose the location to save your projects default path is CAC geo6 projects you may also create a backup copy of all projects If you want to use a 1 44Mb floppy disk saving wizard will ask you to insert another disks until all projects are saved If you want to use a CD we recommend to compress files first ZIP format is available in the program If you decide to save files on a CD without any compression please keep in mind that all files will have read only status which has to be changed manually after copying the files back on your hard drive Load a backup copy You may load a backup copy of one specific project or all projects Add project to repository right click on your project and choose Add project to repository Added project will be available for other users in the local network It may also be considered as a backup copy solution B Change projects path GA Change repository path GA Collect from project repositorium which doesn t exist locally set repository and projects paths click on
150. two ways to zoom in the view by clicking the left mouse button at the place you want to resize by selecting an area to be zoomed hold the left mouse button and move the mouse hold the right mouse button to zoom out the view Zoom out zoom out the map view Selected point will become a central point of the map in the zoomed out view Map alignment Q center the map view Select a point to make it a central point of the map You may also use arrow keys to move the map view in any direction Zoom all m fit to window width This function zooms the map to fit it all in the window width Previous view fc io previous next view Use these icons to move back to the recent views of the map Map navigation window Ld Overlay place the map navigation window in any area of the map view t overlay selected map area Enable the snapping option and select any area of the map It is recommended to create a special layer for overlaying only Closed object m closed object Draw objects as closed figures e g parcels buildings Polyline LI polyline Draw open objects as a sequence of segments Circle O draw a circle Press the left mouse button to indicate center point of the circle then move the mouse to indicate its radius in meters or click the right mouse button and enter an exact radius value 34 C Geo USER MANUAL 3 5 12 Arc i draw an arc in three steps First indicat
151. ually or by indicating points on the map with MAP 37 3 5 21 3 5 22 mouse The following options are available calculation of distances and azimuths calculation of coordinates of a point measured using the polar method calculation of coordinates of a point measured using the orthogonal method The start point and the end point of the measuring line can also be restored if two or three points on the map corresponding to points on the sketch are known and then the remaining details can be mapped from the measures on the sketch calculation of coordinates of a point located at the intersection of straight lines calculation of area the option can be used for calculating areas of regions not being a closed object Area information for closed objects can be obtained in a less labour consuming way by highlighting the object and selecting the option Information from the context menu right mouse button calculation of angle from coordinates calculation of coordinates of a point using the method of angular and linear intersection projection of a point onto a straight line shift translation of an object transmission from an instrument division of a segment into a given number of parts Window icons clear all entered data Crtl N perform calculation Crtl O save results for RAPORT option Crtl A print calculation results El E moo close window Contour lines Manual interpolation of contour
152. ur lines drawing it happens because the layer BUILDINGS is located on higher position in the layers hierarchy 14 Now lets perform a manual interpolation With use of the tacheometry method 15 points from the station no 4 were measured with directional tie on point no 3 Go to the option CALCULATIONS gt TACHEOMETRY Measured were differences in elevations Dh and spatial distances so click the appropriate icons A f e Enter station 4 height of teh instrument 1 78 Next enter spot heights data Click the icon TE CALCULATE Values of the deviations will be displayed Exit this module and in EA LAYERS set the CONTOUR LINES layer as editable In order to create a contour line manually pa first determine skeleton lines Click the icon CONTOUR LINES click on the points 1002 and 1005 Between those points a dot should appear it is a point located on the contour line with height of 104 meters Use similar way to connect points 1004 1003 1010 1009 and 1012 1013 Again click the pus icon CONTOUR LINES and connect points of height 104 meters Use similar way with other contour lines 15 The last calculation point in this course will be to transform our coordinates onto the system 65 Go to the option FILE gt PROJECTS zna create a new working table table e g DATA1 Set the table DATA as the PRIMARY TABLE Now data for calculations will be taken from the primary table whilst the calculation results will be saved in the working t
153. ut set point description size on a printout 5 Text inclination text inclination angle for talics function 6 Default map scale displayed in Create map option 7 Codes set choose a mode used for codes entering in coordinates table and calculation modules 8 Show hide map menu toolbar 9 Warn me before removing objects will display a confirmation window before deleting an object 10 Rescale lines turn on off lines calibration option while resizing the map view 11 Line thickness set by color use this option to print all lines with this same thinnest thickness irrespective of lines thickness on the map Option enables to set line thickness by color for marker plotters 12 Rotate all inscriptions irrespective of to network to frame attribute setting 13 Select only one element of object enable disable a selection of all object elements created by K1 the tool on the map 14 Sound signals on the map the program plays different sounds in different situations like entering a point in open air or snapping to point etc 15 Map background set map background color 16 Monitor diagonal use this option when you draw a line when Rescale lines option is switched off to see lines on the screen in exact same dimensions as in the definition 17 Raster color set in what color rasters are displayed 18 Square grid and reference lines thickness set line thickness for those two map elements 19 Description
154. with task names and dates of saving Lower part of the window contains an Editor of reports a preview of highlighted task Manager of reports remove selected report aS ax remove selected reports filter reports It is possible to filter reports by given calculation Selection of Cross section will effect in displaying all reports concerning cross sections Report name Date time Work table v Order defined by user Renorts may be sorted by name alphabetically by date of creation or report or table for which the report was created Order defined by the user any order set with use of the Move data buttons gv Select Unselect Select all zgray gt Unselect all lt qray gt n Inverse selection lt aray gt Select unselect reports single reports or all reports a4 ai l save current selection This option enables to save the selection of tasks 118 C Geo USER MANUAL 7 2 7 3 7 4 Editor of reports The editor of reports is similar to editors like WORD or WORDPAD The picture below shows the first page of a report The user may view all pages rescale the view and edit the content Other available tools enable to create tables insert drawings set text alignment serach the document set font style and paragraphs Print preview is available before printing Report in TXT format This is a simple editor used for edition and printout of textual reports Icons
155. y of all projects aL Load copy of project E Change projects path G Change repository path GA Collect from project repositorium Sorting Search C Find points e Find numeric code There are three kinds of tables regular work and primary All tables consist of a set of coordinates and a map The table you have just created is the regular type You may create many tables in one project To work with a specific table change it into the work type right click on created table and choose Set as work table only then calculated coordinates will be saved in this table Only one work table can be created in the project 10 C Geo USER MANUAL Projects Project Table More PROJECTS 3 Building 3 Calculatings Repository i ta Pol J Open table Add new project HE Add new table S Change name Set as working type D Save as template v Repair database BRI Remove table Bl Load copy of project The choice of the table needs to be done when we require data from another table E g we have two tables named 1 and 2 Table 1 is set as the primary one Table 2 is set as the work one We work on the second one and there new coordinates from calculation modules will be written When entering a coordinate in the module the program will search for it in the work table table no 2 if itis not there the program will search the primary table Generally C Geo takes coordina
156. y which to connect import Fields in imported set Fields in data set C Kolumna 1 ld o Dzn Nazwa obiektu Kod ISW KAD MPD_n MJS n IPDZ number NRI NPD KRG n PEW ULI n MPD d MJS d KRG d ULI d identifier creation date modification date user name user description user identifier lt open a window for selecting objects with the SQL function If information about objects e g number area other properties is present in the data base using the SQL function it is possible to select objects e g parcels satisfying given conditions e g of area larger than 50 ares and numbers up to 150 For this purpose start the data base window option Data OH window Data sets then press the icon This window presents the image of operations on the data base created for parcels consisting of the fields Parcel number Code Area In addition the field Designation is visible which will contain designations of the objects selected by the user After clicking in the field Action in the row Parcel number select the type of action in this case the character and in the field Condition enter the value 100 then in the row Area in the field Action select the character gt and in the field Condition enter the value 50 After entering this information and pressing the button Preview it is possible to see the selected parcels Whereas after pressing the button Mark

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