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Geocalc Users Reference Manual Sample Copy - PDF
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1. Registered To SAMPLE 79 LEVEL DATA ENTRY E Enter BS Line 1 Last Entru 222MEM LEVEL MATRIR lt lt lt Les L is Es EL EST EXIT User No SAMPLE BESTE cat a Noel Causerano 2010 7 311 Entering a Backsight Reading Library command BS This option allows you to enter a Backsight reading using Level Data Entry program From the Level Data Entry Menu type in your Backsight reading and press the E program will store the Backsight value to Column 7 of the last_entry of the Level Matrix If no variable exists then the program will create a new line as such 1 486 0 000 0 000 0 000 and stores as the first row of 1 Does not alter values in Column 4 7 312 Entering an Intermediate Reading Library command IS This option allows you to enter an Intermediate reading using Level Data Entry program From the Level Data Entry Menu type in your Interm diate reading and press the CE e The program will store the Intermediate value to Column 2 of a new row to the Level Matrix L Will automatically add a 1 Column 4 in this row This will define the Intermediate reading as a Stati n 7 313 Entering a Foresight Reading Library command FS This option allows you to enter a Foresight reading using Level Data Entry program From the Level Data Entry Menu type in your Foresight reading and press th
2. LEVEL DATA EHTRY 28 Enter BS Line 14 Last Entru FSz1 669 Les Lis 1 L EE User No SAMPLE BESTE cat a Noel Causerano 2010 7 4 Calculate Total of Backsights and Foresights Library command T B F This option allows you to calculate the total of the Backsights and Foresights From the Level Module Main Menu page 1 press the key The display will read Calcing when calculating The Total of Backsights and Foresights and Misclose will display on screen The total of the Backsights and Foresights will also be displayed in levels 1 and 2 of the stack 7 5 Calculate Rises and Falls Matrix Library command R F This option allows you to calculate the Rises and Falls Matrix From the Level Module Main Menu page 1 press the RAE display will read Calcing when calculating The Rises and Falls Matrix will be displayed in level 1 of the stack To edit and view the Matrix in level 1 of the stack press the Y key 7 6 Calculate Total of Rises and Falls Library command T R F This option allows you to calculate the total of the Rises and Falls From the Level Module Main Menu page 1 press the key The display will read Calcing when calculating The Total of Rises and Falls and Misclose will display on screen The total of the Rises and Falls will also be displayed in levels 1 and 2 of the stack Registered To SAMPLE Calcina
3. keys To recall the previous Number of Chords press the 815 keys Registered To SAMPLE 75 TRUMCATIOW v4 S1 a2B BRh2 111 12 DIST 4 888 HO OF CHORDS 3 ria TIER ETA CALC ERT User No SAMPLE cat a Noel Causerano 2010 To calculate the Boundary Truncation press the key The calculated Chord Length will be displayed with menu a Boundary Truncation Menu a TRUM Continue program and calculate Chord Length Empty Menu Label Empty Menu Label Empty Menu Label Empty Menu Label Idi Return to the Boundary Truncation program To calculate the Chord Bearings press the key The first Chord Bearing will be displayed with menu b Boundary Truncation Menu b nr TRUH HHT Continue program and display next Chord Bearing Empty Menu Label Empty Menu Label Empty Menu Label Empty Menu Label Return to the Boundary Truncation program Press the key consecutively display the remaining Chord Bearings The program will return to the Boundary Truncation program when all Chord Bearings have been displayed Thecalculation data will be copied to the stack Registered To SAMPLE 76 RE RUE RUE REN UON CHORD LGTH 2 572 ppp PPP CONT TRUN PE EEEE pr ppp pP PPP CHE TRUN prr ppp EEE EERE EREHE CHORD BRG2 93 1 45 PE EEEE EEE EEEE EEEE CHE TRUN CHOR
4. these version upgrades required as a minimum If you require a ROM update you can use these upd tes from your Geocalc CD Included in the ZIP file is a ROM update procedure file in Adobe Acrobat format Alternatively Hewlett Packard from time to time creates new versions of their ROMs The latest ROM can be downloaded from the Hewlett Packard web sitevas they become available http www hp com calculators Warning You need to install the correct update for the correct calculator 2 32 HP48 HP49 HP50 File Transfer Setup 1 HP User s Guide Manual Refer to the section on Transmitting and Printing Data 2 HP48GX G HP49G HP48GII Users Connect the serial interface cable to the serial port on the computer by using either the 9 pin or 25 pin adapter HP49G 50G Users Connect the USB interface cable to a USB port on the computer 3 HP48GX G G Users Connect the serial interface cable to the 4 pin connector at the top of the HP48 keeping the HP logo facing up HP49G Users serial interface cable to the 10 pin connector at the top of the HP49G keeping the HP logo facing up HP48GIl Users Connect the serial interface cable to the Mini B USB connector at the top of the HPA48GII HP logo HP49G 50G Users Connect the USB interface cable to the Mini B USB connector at the top of the HP49G HP50G keeping the USB logo facing down Registered To SAMPLE User No SAMPLE ne
5. for Occupation USER PRG HOME GEOCALC Occupation Calc Enter Reference BRG BRG3 359 59304 Hes HM REWE Calcing ET CONT EXIT User No SAMPLE cat a Noel Causerano 2010 4 384 2 Missing Bearings Library command BB This option allows you to calculate 2 Missing Bearings from the Close Matrix when 2 Distances are known Example Enter part surround metes for Lot 27 on RP898734 Refer Appendix 1 Diagram 1 page 97 BRG1 74 51 30 DST1 35 805 BRG2 111 12 00 DST2 112 025 BRG3 179 59 30 DST3 129 970 BRG4 250 42 20 DST4 105 945 From Close Calculation Menu press the key An input prompt will display for the 2 known Distances Type in 114 050 for DST5 To proceed down to the next level press the V key Type in 88 955 for DST6 Press the ENTER key The display will read Calcing when calculating The 2 Missing Bearings solution 1 will then be displayed as follows lt lt BRG5 BRG6 357 28 44 gt gt DST5 114 050 337 31 12 gt gt JDST6 88 955 Press the key to calculate 2 Missing Bearings solution 2 The display will read Calcing when calculating The 2 Missing Bearings solution 2 will then be displayed as follows BRG5 BRG6 340 00 43 gt gt DST5 114 050 35925815 gt gt DST6 88 955 Note Calculation metes are not the same as metes RP898734 because of the 32mm misclo
6. Beers ERST 1 1006 HRTH 1 5606 Boe EAST 2 1034 562 2 Sao 353 User No SAMPLE cat a Noel Causerano 2010 Enter in the coordinates of the two fixed points Type in the Easting of point 1 and press the in the Northing of point 1 and press the LHL key Type in the Easting of point 2 and press the Lez Type the Northing of point 2 and press the key Note recall the previous Easting of point 1 press the r 11 keys To recall the previous Northing of point 1 press the keys To recall the previous Easting of point 2 press thes EE keys To recall the previous Northing of point 2 press the m gt wz keys To use a saved coordinate press the 1 key Refer Section 5 231 Read Coordinate page 55 To calculate the Bearing and Distance press the key The display will read Calcing when calculating The calculated Bearing and Distance will be displayed and also copied to the stack m m Calc Menu 1 01 Refer Section 5 9 Setout Distance Mode page 70 Empty Menu Label Empty Menu Label Empty Menu Label E gt E Program Exit to COORD Module Main Menu page 1 Registered To SAMPLE Hrs HM h HERAA 8 748511291 DIST 35 805 PERE EE EEE EEEE ifii
7. Press the key to delete the unwanted numbers keeping the first character Type in your desired number User No SAMPLE cat a Noel Causerano 2010 Read coordinate Menu consists of one page EH1 EH2 EHJ EHH READ EXIT Read coordinate Menu READ Store coordinate to E1 and N1 variables Store coordinate to E2 and N2 variables Store coordinate to E3 and N3 variables Store coordinate to E4 and N4 variables Read coordinate program Exit to previous menu 5 232 View Coordinate File Library command DATAVIEW This option allows you to view the current coordinate From Data Tools Menu press the MAJN key This will access the current coordinate file Press the CONT keys to return to Data Tools Menu 5 233 Delete Coordinate Library command DEL This option allows you to delete one or all points from the current coordinate file From Data Tools Menu press the key An input prompt will display prompting to Purge which Pt or ENTER for All You place the point name in the input prompt by pressing the menu key under the corresponding menu label To move to the next page press the NXT key To move to the previous page pressthe 4 PREV keys Press the ENTER key This will delete the point from current coordinate file To delete all coordinates leave the input prompt blank and press the ENTER key The program returns to Data T
8. 2 17a2 ine Intersect eve Calc EXM on Line mue COORD MODULE 272 REF L Reference Line 1 32 Setout EXIT MATH ES Ee User No SAMPLE Noel Causerano 2010 Bassa EL 5 2 COORD TOOLS MENU Library command TOOLS This option allows you to manage your Coordinate data using Job and File sub directories From COORD Module Main Menu page 1 press the key This will display the Coord Tools option screen Coord Tools Menu consists of one page IDE FILE Coord Tools Menu Job Tools Menu File Tools Menu Data Tools Menu Empty Menu Label Empty Menu Label Exit to COORD Module Main Menu page 1 5 21 JOB TOOLS MENU Library command JOBTOOLS This option allows you to manage your Job Coordinate subdirectories From Coord Tools Menu press the key This will display the Job Tools option screen Job Tools Menu consists of one page _ INFII ERRSE DPUSE HIT Job Tools Menu Change Job Name or Number DPOSE Display Job Information Erase a Job Dispose a Job Empty Menu Label Registered To SAMPLE Exit to Coord Tools option screen Job File Tools A Data Tools EXIT COORD MODULE JOE FILE DATA JOB TOOLS 88171 JOBS hange THEO Job Info ERASE Erase Job DPOSE Dispose Job EXIT User No SAMPLE
9. The Command Line The Command Line is essentially a workspace for keyingjin and editing objects you will enter into the HP48 and HP49 The Command Line appears when you start keying in or editing text The stack lines move up to make room After you finish using the Command Line the stack moves back down into the Command Line area When you execute a command any arguments Command line are automatically put onto the stack before the command is executed This means you don t always have to press the ENTER key to put the arguments on the stack you can leave one or nore arguments in the Command Line when you execute the command HP User s Guide Manual Refer to the section on Entering and Editing Objects Basic operation Menu Labels Menu labels across the bottom of the display show the operations associated with the six white menu keys across the top of the keyboard Menus with more than six entries are extended over two or more pages If necessary change to the menu page you want To move to the next page press the NXT key To move to the previous page press the 4 PREV keys GEOCALC black menu labels define a set of operations for the corresponding menu key MAME Directory Program Global Variable GEOCALC white menu labels prompt for data entry Awaiting data entry Menu label names can vary to any length although only the first allowable characters will be displayed Keyboard Function
10. Empty Menu Label Empty Menu Label Empty Menu Label Exit to COORD Module Main Menu e Registered To SAMPLE User No SAMPLE BESTE cat a Noel Causerano 2010 5 9 Setout Distance Mode Library command SETDST This option allows you to setout a distance calculating the difference between an original distance and a measured distance From COORD Module Main Menu page 2 press the key The screen will display the previously entered data The Calc Brg is used for display purposes only Setout Distance Mode Menu consists of one page LH Setout Distance Mode Menu Enter in Calc Bearing and or Calc Distance Empty Menu Label GEA Enter in Measured Distance and calculate difference Empty Menu Label Empty Menu Label Exit to Data Entry Menu 1 or Exit to COORD Module Main Menu page 2 Enter in the Calc distance type in the distance press the uses the value in level one of the stack as the Calc Distance and the value level two of the stack as the Cale Brg The Calc Brg is optional If no value exists in level two of the stack then the Calc Brg will default as NO The Calc Bearing will stored to the CB variable The Calc Distance will be stored to the CD variable Enter the Measured distance type in the distance and press the The Measured Distance will be stored to the MD variable The program will calculate
11. cat a Noel Causerano 2010 7 2 Starting a New Level Entry Library command LEVNEW This option allows you to start a New Level Matrix The LEVEL Module operates primarily from the built in STAT application The Level Matrix is stored the reserved variable From the LEVEL Module Main Menu page 1 press the HEL key This will start a New Level Matrix variable if it exists will be deleted and the program will proceed to Level Data Entry 7 3 Level Data Entry Library commands LEVNEW or LEVDATA This option allows you to enter Level values from your Level Book using the Level Data Entry program From the LEVEL Module Main Menu page 1 press the or key The ETAT key is used to Resume Level Data Entry of an Existing Level Matrix Level Data Entry operates conveniently from the stack environment meaning that you can perform any operations without interrupting the running of the program Level Data Entry Menu consists of one page gr ui EH ET ERIT Library command LEVDATA Level Data Entry Menu 1 Store number in level 1 of the stack as next Backsight reading to the end of the Level Matrix L Store number in of the stack as next Intermediate reading to the end of the Level Matrix 1 Store number in level 1 of the stack as next Foresight reading to the end of the Level Matrix View and Edit the Level Matrix ESTA Store an External New L
12. key The display will read Calcing when calculating This will calculate the unadjusted area using the Area by double latitudes and double departure method using the current values from the close matrix The Unadjusted Area calculation will then be displayed as follows Area unadjusted 22445 665 The value for the Unadjusted Area calculation is copied to the stack Press the VAR key The Unadjusted Area will be displayed in level 1 of the stack Unadjusted Area Menu ___ dl Refer Section 5 9 Setout Distance Mode page 70 Empty Menu Label Empty Menu Label Empty Menu Label Return to Close Data Entry page 2 Exit to CLOSE Module Main Menu page 1 Registered To SAMPLE 34 Calcing ERIT SRR AREA UHMADJUSTED 22445 665 TERE ee ee CONT ERIT USER 1 GEOCALC 4 2 zi 1 22 445 53 CONT ERIT User No SAMPLE cat a Noel Causerano 2010 4 310 Bowditch Adjusted Area Library command A A This option allows you to calculate the Bowditch Adjusted Area from the close matrix Example Enter surround metes for Lot 27 on RP898734 Refer Appendix 1 Diagram 1 page 97 BRG1 74 51 30 DST1 35 805 BRG2 111 12 00 DST2 112 025 BRG3 179 59 30 DST3 129 970 BRG4 250 42 20 DST4 105 945 BRG5 339 59 20 DST5 114 050 BRG6 0 01 00 DST6 88 955 From Close Data Entry Menu page 2 p
13. 33 I O Device 34 Printing Device 35 Data Format 52 Single Line Display 56 Error Beep 60 Alpha Lock 62 User Mode 1 User Flag 33 User Flag 34 User Flag 35 User Flag 36 User Flag 37 User Flag 38 User Flag 39 User Flag 40 User Flag 41 User Flag 43 User Flag 44 User Flag 45 User Flag 47 UserFlag 48 User Flag 49 User Flag 50 User Flag 51 User Flag 52 User Flag 53 User Flag 54 Flag 56 User Flag 5 User Flag 58 User Flag 59 User Flag 60 User Flag 495 HP48GII HP49G HP50G ONLY Flag Description 85 Normal Stack Display 91 MTRW Matrix E99 RPN Mode 103 Complex Off 105 Approx mode on 110 Normal Matrices User No SAMPLE 105 nent n Noel Causerano 2010 106 Registered To SAMPLE User No SAMPLE nent e Noel Causerano 2010 107 Registered To SAMPLE User No SAMPLE
14. EE ESI er pug User SAMPLE cat a Noel Causerano 2010 6 UTILS MODULE The UTILS Module contains two simple Cadastral orientated programs commonly used by most cadastral surveyors 6 1 UTILS MODULE MAIN MENU Library command UTILSMENU From the GEOCALC Main Menu press the key This will display the UTILS Module Main Menu The UTILS Module consists of one page TRUM UTILS Module Main Menu TRUM Road Secant Program Boundary Truncation Program Empty Menu Label Empty Menu Label Empty Menu Label Exit to GEOCALC Main Menu 6 2 Road Secant Program Library command SECT This option allows you to calculate a road secant with the option of multiple road widths From UTILS Module Main Menu press the key The screen will display the currently stored secant data 1 displays the contents of the B1 variable BRGz2 displays the contents of the B1 variable ROAD WIDTH 1 displays the contents of the RW1 variable ROAD WIDTH 2 displays the contents of the RW2 variable Road Secant Menu consists of one page EE E LT CALC Registered To SAMPLE 73 mu UTILITIES 8171 Secant TRUM Truncation EXIT MAIN EL RENE ERGI 7T4 Ss1 28 ERGa 111 12 ROAD WIDTH 1 26 006 ROAD WIDTH 2 26 006 FTH A CALC ERIT User No SAMPLE nent tla Noel Causerano 2010 74 Road Secant Menu
15. HP48 49 Calculator Connectivity Kit Users HP48GX G Users Please use Kermit for your ASCII coordinate file transfers HP49G HP48GII HP49G HP50G Users Set your calculator in Xmodem Server mode Refer Section 2 32 HP48 HP49 HP50 File Transfer Setup page 13 Using the HP48G HP49G and HP50G series Calculator Connectivity Kit transfer your ASCII file to your HP48 HP49 or HP50 You will need to navigate and store your ASCII file in the Geocalc Variables Directory under the TXT sub directory The ASCII file will be downloaded as a Program type variable The Windows based HP48G HP49G and HP50G series Calculator Connectivity Kit software is not capable of transferring true ASCII type files The following header amp footer lines is required on the top and bottom of your ASCII file Please Note A space between the amp T in the header as shown below is very important The ASCII file must be in the form of three columns with Point Number Easting and Northing Example File extension is not important Hint To check your available free memory type E M keys 9o T 3 lt lt the o a 51 2201252 A 600 Point file uses 18846 5 Bytes Required before download 37693 Bytes 3 3456 384 5732 994 4700 Point file uses 53498 5 Bytes gt gt MEM Required before download 106997 Bytes 5 12 Convert a TXT file to COORD Module Points Library command TPT This opt
16. environment that prompts for either the next bearing or distance with line number and last entry for reuse all in the large 7 line display Calculate coordinates of traverse at the same time Apply datum shifts linear conversions and angle summations reverse bearing add 90 degrees subtract 90 degrees during data entry while checking miscloses at any time Close Module includes data storage deletion and editing capabilities from a 2D matrix at any time Calculate Unadjusted areas Bowditched adjusted areas Angular misclose 2 missing distances 2 missing bearings Missing bearing and distance in different lines Cut area by two methods 3 unknown distances or one unknown distance and bearing and distance You can add calculation solutions to the end of the current matrix The current matrix can be bowditched by either a closed traverse or from between two fixed coordinated points The current matrix can be coordinated and then plotted to the screen A print menu is available for headings current matrix bearings and distances traverse details and adjusted areas coordinate listings plot Registered To SAMPLE User No SAMPLE eas al Noel Causerano 2010 8 1 12 COORD Module The COORD module consists of a TOOLS menu with Job File and Data storage capabilities Calculate bearing and distance between two fixed points Calculate a new East and North from a fixed point by bearing and distance Calculate East and North of an int
17. 24 I amp LI ERST HRTH m AMD I3 E Bes User No 62 HE INTERSECT 172 1608 288 1 SHEE AEE i 1034 562 5003 353 BREAD EXIT INTERSECT 272 999 469 5815 568 1927 235 4966 557 IL er Bep SAMPLE nent e Noel Causerano 2010 63 B Menu page 2 Store number in level 1 of the stack to the variable Hal Store number in level 1 of the stack to the variable N3 1 Store number level 1 of the stack to the variable E4 Ru Store number in level 1 of the stack to the variable N4 EXT Read coordinate program Calculate new Easting and Northing Enter in the coordinates of the four fixed points in the Easting of point 1 and press the Eq key Type the Northing of point 1 and press the M1 key in the Easting of point 2 and press the Fa key Type in the Northing of point 2 and press the Mg key Note recall the previous Easting of point 1 press the gt LEL keys To recall the previous Northing of point 1 press the LaL keys To recall the previous Easting of point 2 press the r 1 keys To recall the previous Northing of point 2 press the 1 keys To use a saved coordinate press the REAL key Refer Section 5 231 Read Coordinate page 55 To move to the next pagewpress the NXT key To move to the p
18. 35 805 INERT PREY i RETE EXEES VIEH EDAT 8172 LIHE 1 111 12 oo DIST 112 825 CHEA User No SAMPLE cat a Noel Causerano 2010 4 45 Insert a Line Library command INSR This option allows you to insert a line between the previous line and the currently displayed line in the Close Matrix From Edit Close Matrix Menu page 1 press the An input prompt will display prompting for the new line Type in the Bearing To proceed down to the next level press the W key Type in the Distance Press the ENTER key The message Inserting will be displayed This will insert the new line between the previous line and the currently displayed line in the Close Matrix 4 46 Datum Swing Library command DATM This option allows you to apply a datum swing to each bearing in the Close Matrix The Datum Swing can be applied to any line currently displayed From Edit Close Matrix Menu page 2 press the key An input prompt will display prompting for the new Bearing in the new Bearing Press the ENTER key The message Swinging will be displayed This will apply a datum swing to all bearing in the Close Matrix Registered To SAMPLE 39 USER PRG 4 HOME GEOCALC Insert B amp D Between Line and Line 1 IST 7 USER PRG HOME GEOCALC Dat um Swing 1 74 51 30 Swing Line 1
19. 5 ig DIST Bee 1 EEG TL DIET READ CALC X REFEREHCE LIWE 272 REF L Menu page 1 EAST 3 999 469 HETH 3 5615 568 EAST 4 1027 835 HETH 4 4956 857 Store number in level 1 of the stack to the variable E1 17 44 LHL Store number in 1 of the stack to the variable 1 EEG Store number in level 1 of the stack to the variable b Store number level 1 of the stack to the variable d Read coordinate program Reference Line Calculation Menu page 2 Store number level 1 of the stack to the variable 83 Store number in level 1 of the stack to the variable N3 1 Store number in level 1 of the stack to the variable E4 Store number in level 1 of the stack to the variable N4 GAS Read coordinate program Exit to COORD Module Main Menu page 1 Registered To SAMPLE User No SAMPLE nent tla Noel Causerano 2010 68 Enter in the station coordinate Type in the Easting and press the Type the Northing and press the LHL key Note To recall the previous Easting press the r LEL keys To recall the previous Northing press the r LaL keys To use a saved coordinate press the key Refer Section 5 231 Read Coordinate page 55 Enter in the Bearing and Distance from the fixed point Type in the Bearing and press
20. AUTOM This option is used to automatically convert any entered distance from Links to Metres From the SETUP Module Main Menu page 1 press the key Auto Metres is active when the menu key displays as To turn this function off simply press the 8 3 Auto Links Library command AUTOL This option is used to automatically convert any entered distance from Metres to Links From the SETUP Module Main Menu page 1 press the key Auto Links is active when the menu key displays 5 To turn this function off simply press the key 8 4 Misclose Reverse Library command M RV This option sets the display direction of the Misclose from start to end or end to start From the SETUP Module Main Menu page 1 press the key An input prompt will display prompting to enter the value 0 or 180 for the display direction of the Misclose To set the Misclose display from start to end type in the value O and press the ENTER key To set the Misclose display from end to start type in the value 180 and press the ENTER key The program returns to SETUP Module Main Menu page 1 8 5 Datum Correction Refer Section 4 33 Datum Correction page 22 8 6 Select Printer Library command SPRN This option allows you to select between the HP82240A or HP82240B infrared printer for printed output From the SETUP Module Main Menu page 1 press the BAAN key An input prompt will display prompting to select the HP82240A or HP8
21. Bearings can now be viewed Refer Section 4 4 Viewing and Editing the Close Matrix page 37 The newly adjusted Close matrix should read BRG1 74 51 38 DST1 35 805 BRG2 111 12 16 DST2 112 025 BRG3 179 59 55 DST3 129 970 BRG4 250 42 53 DST4 105 945 BRG5 340 00 01 DST5 114 050 BRG6 0 01 50 DST6 88 955 Registered To SAMPLE 26 USER PRG i GEOCALC Enter Closing Bearing 8188 USER PRG i GEOCALC Enter Original Bearing 8 15 ANGULAR MISCLOSE osing Brat ae Original H ni n Misclose GB mg 5 Adjust Kr ANGULAR MISCLOSE Adjusting ssa of Angles 6 Adjustment per Angle m ma aa Kr EIN EX ANGULAR MISCLOSE 8 Hdjustment Complete Ho of Angles 6 Adjustment per Angle m ma aa User SAMPLE cat a Noel Causerano 2010 4 382 2 Missing Distances Library command DD This option allows you to calculate 2 Missing Distances from the Close Matrix when 2 Bearings are known Example Enter part surround metes for Lot 27 on RP898734 Refer Appendix 1 Diagram 1 page 97 BRG1 74 51 30 DST1 35 805 BRG2 111 12 00 DST2 112 025 BRG3 179 59 30 DST3 129 970 BRG4 250 42 20 DST4 105 945 From Close Calculation Menu press the key An input prompt will display for the 2 known Bearings in 339 59 20 for BRG5 To proceed down to the next
22. COORD TOOLS 88171 Tools COORD TOOLS 1 1 ERRSE DPUSE cat a Noel Causerano 2010 5 211 Change Job Name Number Library commandy CJOB This option allows you to change your current coordinate Job Name or Number From Job Tools Menu press the key An input prompt will display prompting to Create Change the Job Name Number Type in the Name Number If the Name Number exists you can place the Name Number in the input prompt by pressing the menu key under the corresponding menu label To move to the next page press the NXT key To move to the previous page press the 4 PREV keys Press the ENTER key If the Name Number does not exist then the program will prompt to create YES NO Note Numerical Job names will be assigned the character to the start of the name E g 5100 Numerical Alpha names will not be accepted i e 5100A The program returns to Job Tools Menu 5 212 Job Information Library command JINF This option allows you to display the current job information From Job Tools Menu press the key The program uses the current Job Name Number This is stored in the CRDS directory in the variable JOBNO The program will display the current Job Name Number the amount of memory used and the number of files 5 213 Erase a Job Library command JERA This option allows 4 erase a Job From Job Tools Menu press the An input prompt will display promptin
23. ERG 1 Store number in level 1 of the stack to the variable B1 EEG g Store number in level 1 of the stack to the variable B2 EHDI Store number in level 1 of the stack to the variable RW1 EHE Store number in level 1 of the stack to the variable RW2 Calculate Road Secant EXIT Exit to GEOCALC Main Menu Enter in the Road Secant data Type in the first bearing and press the EEG 1 key in the second bearing and press the Type in the first road width and press the key Type the second road width and press the key If both road widths are the same then use the same value for both road widths Note recall the previous first bearing press the EE 1 keys To recall the previous second bearing press the EEG keys To recall the previous first road width press the keys To recall the previous second road width press the r AST keys To calculate the Road Secant press the key The display will read Calcing 4 when calculating The calculated Secant Bearing and Distance will be displayed also copied to the stack amer Hrs Reve Road Secant Calc Menu ee SEC BRG 182 81 43 DST 21 056 pee ECE rg Empty Menu Label Empty Menu Label Empty Menu Label Empty Menu Label Empty Menu Label Return to the Road Secant program Registered To SAMPLE
24. Label Empty Empty Menu Label Return to Close Calculation Menu Registered To SAMPLE Exit to CLOSE Module Main Menu page 1 33 USER PRG HOME GEOCALC Enter Cut Area Details BRGS 339 J924 TOT AREA 22445 665 CUT AREA BRGS 289 59 2g DSTS lt 118 969 gt BRG lt 359858 51 gt DSTe lt 89 847 gt EET DC I GEOCALC Y 4 89 40 3 ERGE 353 5021 e DSTI 115 9689 1 ERGS 339 592H con User No SAMPLE BESTE cat a Noel Causerano 2010 4 387 Displaying the last two calculations This option allows you to display the last two calculation screens at any time when the USER keyboard is active This option will be turned off during input prompts and within the LEVEL Module To display the Last calculation screen press the lt A gt key Library command LAST1 To display the 2 Last calculation screen press the W key Library command LAST2 4 39 Unadjusted Area Library command A U This option allows you to calculate the Unadjusted Area from the close matrix Example Enter surround metes for Lot 27 RP898734 Refer Appendix 1 Diagram 1 page 97 BRG1 74 51 30 DST1 35 805 BRG2 111 12 00 DST2 112 025 BRG3 179 59 30 DST3 129 970 BRG4 250 42 20 DST4 105 945 BRG5 339 59 20 DST5 114 050 BRG6 0 01 00 DST6 88 955 From Close Data Entry Menu page 2 press the
25. TEP TRAE RLS He TOTAL BS amp FS EE BS 12 732 FS 12 738 MISCLOSE 606 DATALT ECFL RCP TRF RLS USER HOME GEOCALC X 4 EL 2 F5 12 738 12 792 CES Calcing NEW OATALT ECF RCE TRE RLS USER HOME GEOCALC 4 4 3 c 1 4 617 1 66 PHEW Ree CENTER 1 B Bl WEE 10 105 605 6048 Calcing CED i TOTAL RISES amp FALLS RISE 2 548 FALL 2 554 MISCLOSE NEM OATALTECFL RCP TRF RLS USER i HOME GEOCALC LDOOO A RISE 2 248 ALL 2 334 Puen Conta Tce RSE TERE RL User No SAMPLE nent e Noel Causerano 2010 83 USER PRG 1 GEOCALC 7 7 Calculate Unadjusted Reduced Levels Matrix Library So STRRT RL 58 888 This option allows you to calculate the Reduced Levels Matrix From the Level Module Main Menu page 1 press the key An input prompt will display prompting to ENTER START RL Typ reduced level Press the ENTER key GEDCALC gt USER The display will read Calcing when calculating n 58 880 1 58 ed ATI TER Reduced Levels Matrix will be displayed in level one of th To edit the Matrix in level 1 of the stack press the W key 45 a 2 Registered To SAMPLE User No SAMPLE BESTE cat a Noel Causerano 2010 7 8 Calculate Adjusted Reduced Leve
26. allows you to read a coordinate from the current coordinate file From Data Tools Menu press the An input prompt will display prompting to Confirm File The current file Name Number will automatically be displayed in the input prompt To choose a different file you can place the Name Number in the input prompt by pressingsthe menu key under the corresponding menu label To move to the next page press the NXT key To move to the previous page pressthe PREV keys Press the ENTER key An input prompt willdisplay prompting to Read Point Place the Name Number in the input prompt by pressing the menu key under the corresponding menu label To move to the next page pressthe NXT key To move to the previous page press the 4 PREV keys Press the ENTER key The program will display the coordinates of the selected point on the screen and copy the coordinates to the stack Registered To SAMPLE 55 Sx DATA TOOLS 484171 READ Read Coord VIEW View Coord Dir DEL Delete Coord EXIT COORD TOOLS 1 1 READ DEL PRG HOHE GEDCALC ICROSI 5100 1 Read Point Confirm File 71234 FILEN LasT USER PRG GEOCALC ICRDSI 5100 1254 Read Point ERST 188 828 4999 924 EXIT Hint To type the number in a large file Type in any number on the menu
27. ea READ CALC Ea na er MEF Registered SAMPLE User No SAMPLE nent e Noel Causerano 2010 TRUM ARTO A CALC CALC LEVEL OO ed PADD Abe ADS LIN 1 D rz E gt SPRM PRA FIn F FIW E FIn D REVTM Registered To SAMPLE User No SAMPLE 101 nent n Noel Causerano 2010 102 5 o Registered To SAMPLE User No SAMPLE nent e Noel Causerano 2010 103 APPENDIX 3 LIBRARY COMMAND LISTING Library Command Listing Library order GEOMENU GEOMENU2 GMENU ABOUT USER LOGO RESET CLOSEMENU COORDMENU UTILSMENU LEVELMENU SETUPMENU CLM2 2 2 SEM2 UKO UK1 UK2 UK3 UK4 HD DISP NEWCL CONTCL CONTCL2 DATA DATA1 DATA2 LSTL LSTLM ADC DATMENU DM2 CALC CL ERA L CLSCD CD PRDE CALCD VIEW VIEW1 VIEW2 CLOS CLS AREA AMIS AMAJ AMISD DD BB BDDL CUTA DDDA DBDA ADJSTM ADJST ADJ PLOTT PPLOT PBOW CTRAV CTRAVM CTRAVDM HEAD ECD RP PB amp D FB amp D CDSP PCORD PSRN PSRN1 PSRN2 DATM EDITT INSR DELT PTRAV ADD ADDED 510 2 PMSG SAVE CL LOAD CL TIDY CL NMENU DMENU CMMENU REVB 5 PULL GETLNE DSPCD B amp D 2CD L amp D L amp D BRG LM LM2 NLBL CLG SAVE LAST1 LAST2 TOOLS JOBTOOLS FILETOOES DATATOOLS CJOB T
28. of the CDS matrix Empty Menu Label Plot the CDS matrix Refer Section 4 11 Plot the Close Matrix page 44 Empty Menu Label Exit to CLOSE Module Main Menu page 2 Coord Matrix Exists If the CDS matrix exists then this screen will appear The CDS matrix may have been created by a previous CTRAV or PLOT operation Coord Matrix Exists Menu 373 WEL GEM Generate new CDS matrix with prompt to overwrite previous Yes No Empty Menu Label View previotis CDS matrix Empty Menu Label Empty Menu Label Registered To SAMPLE Exit to CLOSE Module Main Menu page 2 43 USER PRG i GEOCALC Enter Start Coords EBST 1688 METH SHEE USER PRG THOME GEOCALC Generating Coords COORD TRAY 881 71 POINT ERST 1606 HRTH 5000 Baa PREY PLOT TRAVERSE Coord Matrix Exists EXIT User No SAMPLE cat a Noel Causerano 2010 4 11 Plot the Close Matrix Library command PLOTM This option allows you plot the Current Close Matrix to the screen From CLOSE Module Main Menu page 2 press the Malt key Or from Coord Trav viewing screen press the 8 81 key The program requires coordinates from the CDS matrix If the CDS matrix does not exist then the program will automatically create it using a start coordinate of East 0 and North 0 If the CDS matrix does ex
29. or institutions to use copy or redistribute KERMIT software so long as it is not sold for profit and provided this copyright notice is retained ACKNOWLEDGEMENTS Noel Causerano would like to thank all his surveying colleagues including staff and surveying students at USQ Toowoomba QLD 1990 1992 staff and fellow surveyors at Capricorn Survey Consultants PTY LTD Rockhampton QLD 1992 1994 staff and fellow surveyors at C amp B Group PTY LTD Cairns QLD 1990 2000 and staff and fellow surveyors at Cairns City Council Cairns QLD 2001 2007 Noel Causerano would like to thank Mr Steve Pryor Licensed Surveyor who wrote the popular HP42 survey program for Sokkia for his support advice and suggestions for the GEOCALC program 1997 1998 Q Noel Causerano would also like to thank his wife Silvia for all her support and patience and helping make this all possible The following reference is a letter from a fellow friend and former employer Robert Lago On a sad note Robert delivered this letter to me 3 weeks prior to him passing away Robert was a Licensed Surveyor Director and Office Manager of the Tully and Innisfail offices of the C amp B Group Pty Ltd North Queensland Robert gave me the inspiration in late 1996 to collaborate my surveying programs into one package put my efforts together and created GEOCALC for Australian Surveyors Registered To SAMPLE User No SAMPLE Noel Cau
30. save a modified Level Matrix press the key Refer Section 7 315 Storing an External New Level Matrix page 81 The USER Keyboard is turned on with any menu key from the Level Data Entry Menu 7 315 Storing an External New Level Matrix Library command DAT This option allows you to create a New Level Matrix using the Built in Matrix Writer Application of the calculator HP User s Guide Manual Refer to the section on Matrices From the LEVEL Module Main Menu page 1 press the key The XDAT variable if it exists will be deleted and the program wilhproceed to Level Data Entry Using the Built in Matrix Writer Application of the calculator create your New Level Matrix with the same Line Structure as yourslevel book i e Backsight and Foresight reading will be on the same line Same row in the Level Matrix To create in a New Level Matrix HP48GX G Users MATRIX HP49G HP48GII HP49G 50G Users 4 MTRW When complete press the ENTER key This will place the New Level Matrix on line 1 of the stack From the Level Data Entry Menu press the ESTA key This will save the New Level Matrix from level 1 of the stack to the variable Note The program will automatically determine the Last Entry Registered To SAMPLE 81 LEVEL DATA EHTRY 8 Enter BS Line 14 Last Entry 5 1 669 sae S ELS EDIT VEC Wib GO gt G04 a
31. the key Enter in the connection from Stn 18 to PSM 75105 0 1820 the lt SPC gt key Type in 1 2 and press the lt SPC gt key Enter in the field connection from PSM 75105 to Cen RFP 188 35 and press the lt SPC gt key Type in 0 98 press the lt SPC gt key From Close Calculation Menu press the key An input prompt will display for the 2 known Bearings Leave blank and press the ENTER key This will then proceed to Occupation Calculation Enter Reference Bearing of 359 59 30 at the input prompt A reference Bearing is the Bearing the occupation references will be calculated square to e g Adjoining side boundary might be 15 00 Enter 15 00 at the prompt The occupation references will be calculated in 15 00 195 00 direction and a 105 00 285 00 direction The display will read Calcing when calculating The 2 Missing Distances calculation will then be displayed as follows BRG3 359 59 30 BRG4 269 59 30 lt lt DST3 lt lt DST4 0 231 gt gt 0 140 gt gt Therefore Cen RFP reference 0 23 0 14 2 Missing Distances Menu Refer Section 5 9 Setout Distance Mode page 70 Empty Menu Label Empty Menu Label Empty Menu Label Return to Close Calculation Menu Exit to CLOSE Module Main Menu page 1 Registered To SAMPLE 28 USER PRG HOME GEOCALC Enter Known Bras or
32. the 5 MEMORY keys The amount of free user memory will be displayed in level 1 of the stack GEOCALC needs approximately 2 KB of free user minimum to operate successively Data storage is dependent only the available free memory on the calculator The HP48GX HP49G amp HP50G user memory can be expanded with the use of plug in memory cards 2 2 CD Contents The GEOCALC program CD contains 18 files 5 Adobe Acrobat Reader version 5 1 installation file ADBERDR60 EXE Adobe Acrobat Reader version 6 0 installation file AdbeRdr708 en US EXE Adobe Acrobat Reader version 7 0 8 installation file GEOCALCLLIB GEOCALC program library file GEOCALC GEOCALC Variables directory file GINSTALL GEOCALOC installation file 4 English EXE HP48G 49 HP50G series Calculator Connectivity Kit Version 2 3 Build 2439 HP49G ROM v1 18 ZIP HP49G Flash ROM Upgrade to Version 1 18 496 506 ROM v2 15 ZIP HP49G 50G Flash ROM Upgrade to Version 2 15 KERMIT EXE MS DOS upload download software file KERMIT TXT KERMIT help file MSKERMIT INI KERMIT user setup file README 1 R adme file WINZIP81 EXE Evaluation Version of Winzip 8 1 installation file Geocalc Licence Key PDF Info on the Geocalc Licence Key Geocalc Licence Info onthe Geocalc Licence Agreement Agreement PDF Disclaimer amp Copyright Service amp Support PDF Info o
33. the VAR menu Registered To SAMPLE PRG HOME Choose Port to Sta GEOCALC LIB 8 1 or 29 PDRT H SSS EM Installing GEOCALC CHP4S Verzion Please Wait Your HP4S will the GIHSIRLL key Press to continue cuwT Hoet Esser ao eco LOSE COORD UTILS LEVEL 2 HaelCauserano 2085 AEOUT UNINSTALL want Are you sure BEHEREE to uninstall and all of it components EAE Uninstalling GEOCALC Libraru Please Mait ee Uninstalling GEOCALC User Directoru Please Wait User No SAMPLE cat a Noel Causerano 2010 gQ 5 o Registered To SAMPLE User No SAMPLE 16 cat a Noel Causerano 2010 3 OPERATING GEOCALC To operate GEOCALC you need to be in the GEOCALC Variables directory current directory path is shown in the top left of the display for example it should read HOME GEOCALLC depending on which subdirectory it was install in 3 1 GEOCALC Variables Directory The GEOCALC Variables directory contains the working variables that are subject to change during the operations of the program The Variables Directory contains the following global variables at first installation and when reset GEO CST SAFE
34. the name will appear onsthe command line or leave blank Press the ENTER key The stored Matrix or all Matrixes are deleted The program returns to CLOSE Module Main Menu page 1 4 8 Add Calculation Solutions to Close Matrix Library command ADD This option allows you to add the last calculated solution of Close 2 Missing Distances 2 Missing Bearings Bearing and Distance in Different Lines Cut Area to the end of the current Close Matrix From CLOSE Module Main Menu page 2 press the key This will display the Add Calculation Solution options screen SOECTTUN 3 Add to Matrix CHOOSE FROM Add Calculation Solution Menu EDOL MIT EE Add Misclose Solution Add 2 Missing Distances Solution GHEE Add 2 Missing Bearings Solution diji Add Bearing and Distance in Different Lines Solution Add Cut Area Solution rm EXIT Exit to CLOSE Module Main Menu page 2 Press the menu key below the menu label the corresponding solution is added to the end of the current Close Matrix The program returns4o CLOSE Module Main Menu page 2 Registered To SAMPLE User No SAMPLE BESTE cat a Noel Causerano 2010 4 9 Bowditch Adjustment Library command ADJSTM This option allows you Bowditch adjust the current Close Matrix by two methods Bowditch adjust on a closed figure or between two fixed coordinated points From CLOSE Module Main Menu
35. to your PC Refer to the Help Section of the HP48G HP49G and HP50G series Calculator Connectivity Kit software for further information Registered To SAMPLE 13 SURY PATH CEDIR aks THRs Server Waiting for command User No SAMPLE nent tla Noel Causerano 2010 14 2 34 10 11 12 13 14 HP48GX G Users The Xmodem Server Library is required to be first downloaded to your HP48 prior to setting the HP48 Xmodem Server mode Refer to the HP48G HP49G and HP50G series Calculator Connectivity Kit Help files under Trouble Shooting Connections HP48 G for full instructions on installing and running the library the HP48 Check the IOPAR settings IR wire wire baud 9600 4 MEMORY On the PC Check Connect Using amp Speed setting Speed 9600 Choose File gt Download HP48 Server Manual XRECV 4 Follow the on screen prompts to download amp install the library On the HP49G HP48GIl HP49G amp HP50G this library is built in Using the HP48G HP49G and HP50G series Calculator Connectivity Kit transfer the files GEOCALC LIB GEOCALC amp GINSTALL to your HP48 or HP49 Note Check the HP48GX G and HP49G Baud Rate is set to 9600 Check the HP48GII HP49G and HP50G Baud Rate is set to 115200 Skip to Step 16 in section 2 34 Procedure using KERMIT under MS Dos Procedure using KERMIT under MS DOS HP
36. 0 Type the Easting and press the Eq key Type in the Northing and press the LaL key Note To recall the previous Easting press the LEL keys To recall the previous Northing press the LHL keys To use a saved coordinate press the Refer Section 5 231 Read Coordinate page 55 Enter in the Bearing and Distance from the fixed point Type in the Bearing and press the EEG key in the Distance and press the key Note To recall the previous Bearing press the EEG keys To recall the previous Distance press the r keys To calculate the new Easting and Northing pr ss the key The display will read Calcing when calculating The calculated Easting and Northing will be displayed and also copied to the stack m Calc Menu HET EST Store Point Copy E2 to variable Copy N to N1 variable Store Point Copy E to E1 variable Copy N to N1 variable Empty Menu Label Empty Menu Label Exit to COORD Module Main Menu page 1 Registered To SAMPLE h WU EMIT HHRHH EHST2 1034 562 2 5889 3535 EEE uni PRG HOHE GEDCALC ICROSI 5100 Store Point Confirm File 71234 CTO FENE EU A USER PRG DME GEOCALC ICRDSI 5100 1994 3 Save Point 7 417 IDT
37. 0 23 4 34 Auto Metres Library command AUTOM This option is used to automatically convert any entered distance from Links to Metres when the SPC key is pressed during Close Data Entry From Close Data Entry Menu page 1 To turn the Auto Metres ON press the key The Close Data Entry status line should look like this DATA ENTRY 812 DATA ENTRY 221 2 Soe Me pe BRG17ZMSBR GIBGa 1 gt gt gt CLOSE lt lt lt REVE LES To turn the Auto Metres OFF press the key The Close Data Entry status line should look like this eee DATA ENTRY S172 t M ERG17 R SBRGEB Ba BB EN CA 4 35 Auto Links Library command AUTOL This option is used to automatically convert any entered distance from Metres to Links when the lt SPC gt key is pressed during Close Data Entry From Close Data Entry Menu 4 To turn the Auto Links ON press the 4 keys sae DATA ENTRY 8172 The Close Data Entry status line should look like this aac act 2 DATA EHTRY amp EEl 2 gt gt gt NEM CLOSE lt lt lt ERGITSELEBRGEE Ga To turn the Auto Links OFF pressthe keys din The Close Data Entry status line should look like this 3 1 gt gt gt NEW CLOSE lt lt lt PEM ERGs B amp D DATA Bele 8S Hg 4 36 Erasing the L
38. 1 GED DUE TAT EGER Loen sare TaT re CHOS 180 0 PTDRT oce Doci DER ERI EDIL ERENEZENENENEESZESN Pee PE TN LHe L Ea Na OEH O Nu TEAST LEVL DELF REGISTERED TO prc gt SEGRE RE RE User Ho ci E Paco cot sare USRFL REGISTERED TO Copyright 2005 5 Hoel Cauzerana 5 s User 1272 5 a EUM UE TIS Hoel Causerano 2685 USER User No SAMPLE cat a Noel Causerano 2010 GEOCALC Main Menu page 1 GEOCALC Main Menu page 2 CLOSE Module Directory Registered user information COORD Module Directory REDIT Program Copyright info Disclaimer amp Module versions COORD UTILS Module Directory Empty Menu Label LEVEL Module Directory Empty Menu Label SETUP Module Directory Empty Menu Label RESET GEOCALC MLH Uninstall program Menu page numbers are displayed in the top right corner of the display in all screens except the GEOCALC Main Menu This is shown as page nuniber of number of pages E g 1 2 is page 1 of 2 pages 3 3 The Custom Menu The custom menu is a menu that you create with operations commands and any other objects that you ca
39. 2240B infrared printer To select the HP82240A infrared printer press the MET key from the menu To select the HP82240B infrared printer press the E key from the menu The program returns to SETUP Module Main Menu page 1 Registered To SAMPLE 90 SETUP OPTIONS 881 2 Auto Metres LKS Auto Links M Ev Misclose BRGt Datum Diff SPRH Select Printer Printer On Off ULES M kv ERGs PRM SETUP OPTIONS 881 2 M Auto Metres LKS Auto Links M Ev Misclose BRG Datum Diff SPRH Select Printer H Printer On Off LE Se Mav ERGs PRM USER PRG HOME GEOCALC Misclose Direction Start End Enter End Start Enter 180 B PRINTER SELECT Zim HP S224 amp 8H Infrared B HP 822466 Infrared EXIT SETUP 1 2 User SAMPLE cat a Noel Causerano 2010 8 7 Printer output on off This option sets the printer output on or off GEOCALC will automatically print to a HP infrared printer after each calculation is displayed From the SETUP Module Main Menu page 1 press the key Printer output is active when the menu key displays as To turn this function off simply press the key 8 8 Global Display FIX Library command FIX F This option sets the default FIX value for operating in the stack environment From the SETUP Module Main Menu page 2 press the HERE An input prompt will display promp
40. 33 Delete Coordinate 56 5 3 Coordinate Input 57 5 4 Calculate Bearing and Distance between Two Fixed Coordinates 58 5 5 Calculate New Coordinates from Fixed Point with Bearing and Distance 60 5 6 Calculate Coordinates from Intersection of Two Lines 62 5 7 Calculate Coordinates on Line between Two Fixed Points 65 5 8 Reference Line 67 5 9 Setout Distance Mode 70 5 10 Convert CEOSE Module CDS Matrix to COORD Module Points 71 5 11 Transfer a TXT file from a PC to the HP48 or HP49 71 5 12 Convert TXT file to COORD Module Points 72 6 UTILS MODULE 73 6 1 UTILS MODULE MAIN MENU 73 6 2 Road Secant Program 73 6 3 Boundary Truncation Program 75 7 LEVEL MODULE 77 7 1 LEVEL MODULE MAIN MENU 77 7 2 Starting New Level Entry 78 7 3 Level Data Entry 78 7 31 Entering Level Data 79 Registered To SAMPLE User No SAMPLE Noel Causerano 2010 6 7 311 Entering a Backsight Reading 80 7 312 Entering an Intermediate Reading 80 7 313 Entering a Foresight Reading 80 7 314 Viewing and Editing The Level Matrix 81 7 315 Storing an External New Level Matrix 81 7 4 Calculate Total of Backsights and Foresights 82 7 5 Calculate Rises and Falls 82 7 6 Calculate Total of Rises and Falls 82 7 Calculate Unadjusted Reduced Levels Matrix 83 7 8 Calculate Adjusted Reduced Levels Double Run 1BM 84 7 9 Calculate Adjusted Reduced Lev
41. 48GX G amp HP49G If you are using a computer running under DOS or Windows 95 98 you will need to Restart in MS DOS Mode Insert the GEOCALC program CD into the CD Rom drive Access the CD Rom drive and run the Kermit software by typing KERMIT at the Dos prompt The MSKERMIT INI file should have set up the computers communication parameters for COM 1 and baud rate 9600 If this needs changing you can modify the respective setting at the MS Kermit prompt Example MS Kermit set port 2 MS Kermit set baud 2400 MSKERMIT INI file is a text file that can be modified to automatically setup your communications The MSKERMIT INI file currently defaults to a port setting for COM 1 and a baud rate of 9600 4 From the computer you are now ready to transfer the necessary program files me a From the MS Kermit gt send g This will transfer the files GEOCALC GEOCALC LIB GINSTALL to your This should take approximately HP48 or HP49 7 minutes at 9600 baud Registered To SAMPLE User No SAMPLE cat a Noel Causerano 2010 20 21 22 On the HP48 amp HP49 press the ON key followed by the VAR key This brings up the variables menu Note that files on the HP48 amp HP49 are known as variables Press the key from the menu This starts the library installation Choose Port number to store the GEOCALC LIB Enter number 0 1 or 2 Port 0 is the only port memory available not r
42. 50 995730 ON RP898733 9093 40 90 2130 898733 295957 3829507 5 898733 290 30 26093215 r 0925 202540122 unless otherwise stated AP 898733 9090030 38295045 346035 559959150 80 39 54653 159 07 248 07 33 5220 224 38 RP 8987 0 269 28 40 RP 744265 96959 RP 744265 3546 744265 179 59 30 8987 0 599050 202957 528 29 269 5930 RP 898710 34592450 273019 oral 29192 H9 2120 Pin 23938 Pin 38904 Pin 8040 Pin 16505145 4574 lt 261 36 50 4 926 20293145 5 613 T 2702774 T 256906 n 2 3 5 5 x amp D a 2 2 eal DIAGRAM Scale 1 1000 19 RP 898753 5795015 5657 0319300 38 LON TUM NY d GILYULNW HO 03 V 431108 38 AVW NV 1d DNINUVM 7a 270 2150 72868 PERMANENT MARKS sm aime 287 Wo 18 0 8 20 2 25 05 Area of New Road CONSULTANTS PTYLTO ACN 055 931 096 6 7 8a 8b 9 76 7a J0 6 4840 hereby certify that the Company has surveyed the and end vale Alon JAMES MERIDIAN Add 5938 40 for AMG vide RP898707 Zone 55 Surveying Graduate for whose work the company reeponalbilty that the plan is accurate ad parish CAIRNS Lots 25 28 38 Nares 23 Canc
43. 5100 1 Store Point Confirm File 71234 PONT iZAH FILEN LAST A USER PRG GEOCALC ICRDSI 5100 1254 Save Point 7 417 IDTHIDCEIDCRICERIDTR ail User No SAMPLE cat a Noel Causerano 2010 5 7 Calculate Coordinates on Line Library command m m 1 between Two Fixed Points This option allows you to calculate a new coordinate on a line between Two Fixed Coordinates From COORD Module Main Menu page 1 press the key The screen will display the currently stored coordinate data EAST 1 displays the contents of the E1 variable 1 displays the contents of the 1 variable EAST 2 displays the contents of the E2 variable NRTH 2 displays the contents of the N2 variable DIST displays the contents of the d variable m m1 Menu consists of two pages 1 CEG D u1 ICER Page2 EEI m m1 Menu page 1 Store number in level 1 of th lstack to the variable E1 LHL Store number in level 1 of the stack to the variable 1 Eg Store number level 1 of the stack to the variable E2 Mg Store number Jevel 1 of the stack to the variable N2 Store number in level 1 of the stack to the variable d Calculate new Easting and Northing 1 Menu page 2 I Read coordinate program Empty Menu Label Empty Menu Label Empty Menu Label Empty Menu Lab
44. A keys to scroll through the levels of the stack Once you have selected the stack level desired press the key to view the results To exit the Interactive Stack simply press the ON key Understanding the Results Adjusted Reduced Levels of the Stations is returned to level 1 of the stack Note There no Change Point levels shown The Adjusted Reduced Levels Matrix Column 1 Contains the Adjusted Reduced Levels of the Stations Column 2 Contains the individual Miscloses between the Stations Column 3 Contains the adjustment applied to the Station e The Misclose Observed is returned to level 2 of the stack Registered To SAMPLE 84 USER PRG i GEOCALC ENTER START RL STRRT 38 8888 Calcina Double 1BM gt Adjusted Reduced Levels MAMANE EXIT USER Misclose bserueds 5H BBBB H AHHH ADE ADI PRG Misclose Observed 5 EDEL DELS INS BB 8 8818 20 002 1 EWIT VEC ETT 10 User No SAMPLE cat a Noel Causerano 2010 7 9 Calculate Adjusted Reduced Levels Single Run 2BM Library command ADJ2 This option allows you to calculate adjusted reduced levels from the Level Matrix The adjustment method is on a Single Level Run adjusted between 2 Bench Marks The Misclose between the Known Difference and the Observed Difference b
45. CB 88 5955 CONT EXIT User No SAMPLE nent e Noel Causerano 2010 34 4 386 Cut Area Library command This option allows you to calculate a Cut Area by two methods From Close Calculation Menu press the key This will disple i Bba Unk Dist amp options screen Pe ara k bist Area menu ITI TTY Calculate Cut Area with 3 unknown Distances Empty Menu Label Empty Menu Label Empty Menu Label Empty Menu Label Calculate Cut Area with unknown Di Registered To SAMPLE User No SAMPLE g and Distance BESTE cat a Noel Causerano 2010 4 3861 Cut Area with 3 unknown Distances Library command DDDA This option allows you to calculate a Cut Area by 3 unknown Distances Example Enter part surround metes for Lot 27 on RP898734 Refer Appendix 1 Diagram 1 page 97 BRG1 74 51 30 DST1 35 805 BRG2 111 12 00 DST2 112 025 BRG3 179 59 30 DST3 129 970 From the Cut Area options screen press the TTE key An input prompt will display prompting for the next known Bearings Type 250 42 20 for BRG 4 To proceed down to the next level press the W key Type in 339 59 20 for BRG 5 To proceed down to the next level press the V key Type 0 01 00 for BRG 6 Pressthe ENTER key An input prompt will display prompting for the Total Area Type in 22445 665 for TOT AREA Press the ENTER key The display will read Calcing when
46. CL CRDS TXT USRFLAGS M180 WINP EMENU DATDF PTNO PTDAT CLM CLM DCA DCB DCC DCD DCE CLOS DAT DD DAT BB DAT BDDL DAT CUTA DAT SLN CB CD MD INFO SRN1 SRN2 RW1 RW2 TDIST CHDS SB SD B D d b B1 B2 E IN E1 N1 E2 N2 E3 N3 E4 N4 EAST NRTH LNE NLEV LEVL SRL ERL RLF NSU NSTN B D F Variable GEO is non editable program Other variables will add to this list as the program is operated 3 2 The GEOCALC Main Menu Library command GEOMENU To start GEOCALC press This is found in the GEOCALC Variables directory The program GED is a user defined program that runs the library command GEOMENU The USER Keyboard is activated at this point On startup the display will momentarily display the Registered Users information followed by the Copyright message You can also start GEOCALC from the library menu press LIBRARY EDC Note GEOCALC Aibrary programs will only operate from the GEOCALC Variables directory it was install into or any subsequent directories below this path i e it will not operate from the HOME directory GEOCALC Main Menu consists of two pages Page 1 DET Al TITRE a Page 2 Registered To SAMPLE Library command GEOMENU Library command GEOMENU2 d GEOCALC 4 4 2
47. D ERGS 185 05 35 PE PESEE EEE EEEE EEEE TRUN User SAMPLE cat a Noel Causerano 2010 7 LEVEL MODULE The LEVEL Module is designed to reduce level observations from a level book 7 1 LEVEL MODULE MAIN MENU From the GEOCALC Main Menu press the SUS key This will display the LEVEL Module Main Menu The LEVEL Module consists of two pages Page 1 Page 2 ETFHRETEHIETFEE Library command LEVELMENU Library command LEV2 LEVEL Module Main Menu page 1 Start a New Level Matrix proceeds to Level Data Entry DATA Level Data Entry New or Resume Level Data Entry Calculate Total of Backsights and Foresights Calculate Rises and Falls Matrix Calculate Total of Rises and Falls m imi ET n Calculate Unadjusted Reduced Levels Matrix LEVEL Module Main Menu page 2 Calculate Adjustment 1 Double Run 1BM Calculate Adjustment 2 Single Run 2BM Calculate Adjustment 3 Double Run 2BM Empty Menu Label Empty Menu Label Exit to GEOCALC Main Menu Registered To SAMPLE 77 LEVEL MODULE 172 Hew Level Matrix Resume Ent ma ota 5 amp FS FE 1 Rise Fall RLS Calc RLS CED ee ES LEVEL MODULE 272 HbJi Double Run 1 HbJ2 Single Run 2 2 ABI Double Run 2BM gt EXIT User SAMPLE BESTE
48. D FIX F FS FX GEOMENU GEOMENU2 GETLNE GMENU GOTO HD HEAD INSR IS JDPOSE JERA JFD JINF JOBTOOLS KEYTIME LAC1 LADJ1 LADJ2 LADJ3 LAST1 LAST2 LEVD LEVDATA LEVERR LEVELMENU LEVM LEVNEW LEVSTO LEVSTO1 LEV2 2 LOAD CE LSTL LSTLM LVIEW 180 MEAS M RV NEWCL NLBL NMENU NST1 NST2 NSU PBOW PB amp D PCORD PFILE PFLE PJOB PLOTM zPLOTT 56 PPLOT PRDE PRINTMENU PSRN PSRN1 PSRN2 PTREN zPTST xPTSTO PT PULL RAT READ REF L RESET REVB RW RW1 RLF RLS RP SAVE SAVE CL SECT SEM2 SETDST SETOUTMENU SETUPMENU SETE SINFO SPRN SVCD S1OR2 T B F TFLE TIDY CD TIDY CL TJOB TNO TOOLS T R F TRUN UKO UK1 UK2 UK3 UK4 UNINSTALL USER UTILSMENU VIEW VIEW1 VIEW2 3B amp D S3CD LKS gt L amp aD EJEM EJEM E E HON H2 D gt 1 N72 1 2 1 2 2 X DAT Registered To SAMPLE User No SAMPLE nent n Noel Causerano 2010 104 5 o Registered To SAMPLE User No SAMPLE Pee REDEEM Noel Causerano 2010 APPENDIX 4 Registered To SAMPLE FLAGS SETTING USED BY GEOCALC HP48GX G 495 Flag Description 15 Rectangular 16 Polar Spherical 19 2 dimensional vector complex number
49. ESETISU Ed E i HOME GEOCALC Set ll g et Ups Ba EDEL ETHER i GEOCALC T Adjustment Set up 4 B BBBH EDIT VEC User No SAMPLE EDEL DEL INS cat a Noel Causerano 2010 gQ 5 o Registered To SAMPLE User No SAMPLE nent e Noel Causerano 2010 89 8 SETUP MODULE The SETUP Module is used for setup configuration for GEOCALC 8 1 SETUP MODULE MAIN MENU From the GEOCALC Main Menu press Exil key This will display the SETUP Module Main Menu page 1 The SETUP Module consists of two pages RE SETUP OPTIONS 8142 H uta Metres Datum Diff iff page 1 iora obmena L5 coo SETUPMENU POM eS MF ERG Ero SETUR OFT TONS Ip HI i i FE oba isp Fix Page 2 E GE Librarycommand SEM2 EXIT MAIN LFIR E FD EXIT SETUP Module Main Menu page 1 Auto Metres Auto Links Datum Difference Select Printer SM Reverse GTA E EN Printer output on off SETUP Module Main Menu page 2 IE Global Display Fix GERA Bearing Display Fix Distance Display Fix Feature Empty Menu Label EXIT Exit to GEOCALG Main Menu Registered To SAMPLE User No SAMPLE cat a Noel Causerano 2010 8 2 Auto Metres Library command
50. HIDCHIDCRICERIDTR ICI User No SAMPLE cat a Noel Causerano 2010 5 6 Calculate Coordinates from Library command Intersection of Two Lines This option allows you to calculate a new coordinate from the intersection of two straight lines by four fixed coordinates From COORD Module Main Menu page 1 press the key Screen 1 will display the currently stored coordinate data EAST 1 displays the contents of the E1 variable NRTH 1 displays the contents of the N1 variable EAST 2 displays the contents of the E2 variable NRTH 2 displays the contents of the N2 variable Screen 2 will display the currently stored coordinate data EAST 3 displays the contents of the variable NRTH 3 displays the contents of the N3 variable EAST 4 displays the contents of the E4 variable NRTH 4 displays the contents of the N4 variable m Menu consists of two pages 1 1 DE2 1 2 Ea IL Ew GS B Menu page 1 LEA Store number in level 1 of the stack to the variable E1 M1 Store number in level 1 of the stack to the variable N1 Eg Store number in level 1 of the stack to the variable E2 Mg Store number in level 4 of the stack to the variable N2 WAST Read coordinate program Exit to COORD Module Main Menu page 1 Registered To SAMPLE amp LI EAST zm m m
51. JOB PJOB JFD CFLE FCHG TFLE CCF PFLE PFILE JINF FNF JERA FERA JDPOSE FDPOSE DATAREAD DATAVIEW TIDY CD m3mHN NND EJE HN N23 M H3 H37 2 CHD 1 2 1 m m2 1 m mV2 REF L CREF SETDST SET SINFO CALC MEAS SETOUTMENU PT TNO PTST PTSTO SVCD READ DE amp N DE amp N1 DE amp N2 DDST 48 TPT SECT TRUN BS 152 FS LEVNEW LEVDATA LEVD LEVM LEVSTO LEVSTO1 ESRL EERL XDAT LVIEW T BW RW RW1 T R F RLS LADJ1 LADJ2 LADJ3 LAC1 NSU NST1 NST2 RLF LEVERR AUTOM AUTOL D DF D DF1 D DF2 DFSTO M RV SPRN FIX B FIX D FIX F BFX DFX FX KEYTIME DMS UNINSTALL Library Command Listing Alphabetical order ABOUT ADC ADD ADDED AJ ADJ ADJST ADJSTM AMAJ AMIS AMISD AUTOM AUTOL BB BDDL BFX BRG BS CALC CALC CL CALCD CCF CDSP CD CFLE CJOB CLG CLM2 CLOS CLOSEMENU CLS CLSCD CMMENU COMM2 CONTCL CONTCL2 CREF L CTRAV CTRAVM CTRAVDM CUTA C HP48 Cm2m CHS CH 3 M DATA DATA1 DATA2 DATAREAD DATATOOLS DATAVIEW DATM DATMENU DBDA DD DDDA D DF D DF1 D DF2 DDST DELT DE amp N DE amp N1 DE amp N2 DFSTO DFX DISP DMENU DMS DM2 DSPCD ECD EDITT EERL EMEN ESRL FB amp D FCHG FDPOSE FERA FILETOOLS FINF FIX
52. Noel Causerano 2010 4 381 Angular Misclose Library command This option allows you to calculate the Angular Misclose of a traverse and apply the new bearings to the Close Matrix Enter surround metes for Lot 27 on RP898734 Refer Appendix 1 Diagram 1 page 97 Example BRG1 74 51 30 DST1 35 805 BRG2 111 12 00 DST2 112 025 BRG3 179 59 30 DST3 129 970 BRG4 250 42 20 DST4 105 945 BRG5 339 59 20 DST5 114 050 BRG6 0 01 00 DST6 88 955 From Close Calculation Menu press the key An input prompt will display showing the Closing Bearing for confirmation Press the ENTER key to accept the default 0 01 00 Type in the Original Bearing of the last line as 0 01 50 at the input prompt Press the ENTER key The program will HALT and will display the Angular Misclose differences and prompt to Adjust Yes or No BET Continue with Angular Misclose adjustment and modify Close Matrix with newly adjusted Bearings Quits Angular Misclose adjustment returns to the Close Calculation Menu Press the key Angular Misclose adjustment will display and a summary of the number of angles and adjustment per angle with the message Adjusting in line two of the display When Angular Misclose adjustment is complete the message Adjustment Complete will be displayed in line two of the display Press the key return to the Close Calculation Menu The Close Matrix newly adjusted
53. ODULE The CLOSE Module is a collection of Cadastral orientated programs commonly used by most cadastral surveyors 4 1 CLOSE MODULE MAIN MENU From the GEOCALC Main Menu press the key This will display the CLOSE Module Main Menu page 1 The CLOSE Module Main Menu consists of two pages Page 1 SES Page 2 PLOT PRIMT CLOSE Module Main Menu page 1 Start a New Close Matrix proceeds to Data Entry DATA Data Entry New or Resume Data Entry View and Edit the Close Matrix Save the Close Matrix L nn Load a stored Close Matrix Tiny Delete a stored Close Matrix CLOSE Module Main Menu page 2 DELL Add a calculation solution to the end of the Close Matrix Bowditch Adjustment IL Calculate Goordinates of the Close Matrix PLOT Plot the Close Matrix Close Print Menu T c rm E 2 pe dH Exit to GEOCALC Main Menu Registered To SAMPLE Library command CLOSEMENU Library command CLM2 19 CLOSE MODULE 12 Hew Close Resume Enter M View Curren Save Current LOAD Load Old TIDY Delete Old WE SAVE mu CLOSE MODULE E242 SLH Add Solution ADJST Bowditch Adjust CTRHV Coordinate Trav PLOT lot Tray ERIS Peint Henu EXIT I HU ERATES EXIT User No SAMPLE BESTE cat a Noel Causerano 2010 4 2 Starting a New Close Entry Library command NEWCL The CLOSE Module operates primarily from the built i
54. PAR CONT 1ea4 FILEM LAST File 71234 Doesn t Exist Create Kia FILE INFO FILE CONTROL BYTES 18 PTS INFU ERASE DPDSE PEILE ERIT PRG GEOCALC 1 051 5100 Erase File Enter File FILE 71234 4 FILEN LasT User SAMPLE BESTE cat a Noel Causerano 2010 5 224 Dispose a File Library command FDPOSE This option allows you to dispose a File From File Tools Menu press the key An input prompt will display prompting to Dispose File Type in the Name Number You can place the Name Number in the input prompt by pressing the menu key under the corresponding menu label To move to the next page press the NXT key To move to the previous page press the PREV keys Press the ENTER key The display will read Disposing File Name Number when erasing This will delete the selected File contents and the File directory The program returns to File Tools Menu 5 225 Print a File Library command PFILE This option allows you to print a coordinate File to HP 82240A or HP 82240B infrared printer From File Tools Menu press the gia key An input prompt will display prompting to Print File the Name Number You place the Name Number in the input prompt by pressing the menu key under the corresponding menu label To move to the next page press the NXT
55. TART Type in the reduced level of Bench Mark 1 e g 50 000 Press the ENTER key gt From the Level Module Main Menu page 2 press the An input prompt will display prompting to ENTER END RL in the reduced level of Bench Mark 2 0 52 293 Press the ENTER key The display will read Calcing when calculating HP48G G Refer to the HP48G Users Guide chapter 3 on The Interactive Stack HP49G HP48GII HP49G HP50G Users No documentation on The Interactive Stack To view all the results press the A key This will activate The Interactive Stack From the Interactive Stack environment press the A and keys to scroll through the levels of the stack Once you have selected the stack level desired press the to view the results To exit the Interactive Stack simply press the ON key Registered To SAMPLE 86 USER PRG i GEOCALC T ENTER START RL START RL 58 8888 USER PRG X GEOCALC ENTER EHD RL 52 2938 Calcing Double 2BM gt Adjusted Reduced Levels 0 4 Misclose Adjusteds 3 Set Upse 9 ex ius nen Set u 1 50 A HAH Abe ADS El HOME k Mis 510460 pber upna 54 6 B BHR Known Observed ECHO Wel PICK ROLL Cncn Jeo Double Run 1BM PRG Miscl
56. This option allows you to print Bearings and Distances of the current Close Matrix to a HP 82240A or HP 82240B infrared printer From Close Print Menu press the HAAN key The program will create a string of the Bearings and Distances and will now be printed to the HP infrared printer The display will read Printing when printing The program returns to Close Print Menu 4 123 Print Close Traverse Details and Areas Library command PTRAV This option allows you to print Traverse Details and Areas of the current Close Matrix to a HP 82240A or HP 82240B infrared printer From Close Print Menu press the key An input prompt will display prompting for Job Name Job Number and Lot Number Type in the information To proceed down to the next level press the V key Press the ENTER key The program will HALT prompting for RP or Plan Make selection by pressing the corresponding menu key An input prompt will display prompting for RP Plan number Type in the information Press the ENTER key The program will create a string containing Job Name Job Number Lot Number RP Plan Number Date Time Unadjusted Bearings and Distances Misclose and Ratio Bowditch adjustment Misclose and Ratio and Adjusted Area and will now be printed to the HP infrared printer The display will read Printing when printing The program returns to Close Print Menu 4 124 Print Coordinate Listing Library command PCORD This option a
57. To move to the previous page press 4 PREV keys Press the ENTER key The program will create a string containing COORD LISTING title current Job Name Number File Name Number File directory listing and will now be printed to the HP infrared printer The display will read Printing when printing The program returns to File Tools Menu Registered To SAMPLE 54 PRG HOME GEDCALC ICRDSI 5100 1 Dispose File Enter File FILE 71234 USER PRG HOME GEOCALC ICKDSI S100 4 Print File Choose File to Print 71234 cT TE IE ES A PJDBr 75188 71234 16 4989 984 1006 028 1 4911 029 1008 902 1 4803 865 1039 038 1 1139 924 1 4968 842 1139 006 1 5009 353 1034 562 1 1 J User SAMPLE cat a Noel Causerano 2010 5 23 DATA TOOLS MENU Library command DATATOOLS This option allows you to manage your Coordinate File data From Coord Tools Menu page 1 press the BITE B key This will display the Data Tools option screen Data Tools Menu consists of one page FREAD DEL Data Tools Menu View coordinate directory Read coordinate Delete coordinate Empty Menu Label Empty Menu Label Exit to Coord Tools option screen 5 231 Read Coordinate Library command DATAREAD This option
58. UT Program 8 1 2 PREREQUISITE READING 8 1 21 Manual Terminology 9 1 22 How to Print this Manual 10 INSTALLATION 41 2 1 Memory Requirements 11 2 2 CD Contents 11 2 3 INSTALLATION PROCEDURE 11 2 31 496 499 506 Flash ROM Upgrade 12 2 32 48 49 50 File Transfer Setup 12 2 33 Procedure using HP48G HP49G and HP50G Calculator Connectivity Kit 13 2 34 Procedure using KERMIT under MS DOS HP48GX G amp 496 ___ 14 24 To Uninstall GEOCALC 15 3 OPERATING GEOCALC 17 3 1 GEOCALC Variables Directory 17 3 2 The GEOCALC Main Menu 17 3 3 The Custom Menu 18 4 CLOSE MODULE 19 4 1 CLOSE MODULE MAIN MENU 19 4 2 Starting aNew Close Entry 20 4 3 Close Data Entry 20 4 31 Entering Close Data 21 4 32 Bearing Corrections by 90 or 180 21 4 33 Datum Correction 22 Registered To SAMPLE User No SAMPLE senad 134 Noel Causerano 2010 4 4 34 Auto Metres 23 4 35 Auto Links 23 4 36 Erasing the Last Line 23 4 37 Displaying the Misclose 24 4 38 Close Calculation Menu 25 4 381 Angular Misclose 26 4 382 2 Missing Distances 27 4 383 2 Missing Distances Occupation References 28 4 384 2 Missing Bearings 29 4 385 Bearing and Distance in Different Lines 30 4 386 Cut Area 31 4 3861 Cut Area with 3 unknown Distances 32 4 3862 Cut Area with unknown Distance and Bearing and Distance 33 4 387 Displayin
59. User SAMPLE nent tla Noel Causerano 2010 60 5 5 Calculate New Coordinates from Library command m 3 This option allows you to calculate a new coordinate from a fixed point with Bearing and Distance From COORD Module Main Menu page 1 press the The screen will display the currently stored coordinate data EAST 1 displays the contents of the E1 variable NRTH 1 displays the contents of the N1 variable BRG displays the contents of the b variable DIST displays the contents of the d variable m Menu consists of two pages EAST 1 1604 Page 2 EXIT 1 S888 s r4 51 38 DIST 35 805 IET CALS SERER 272 m Menu page 1 EAST 1 1900 000 HRTH 1 5 aaa 4 51 5 DIST 35 885 Store number in level 1 of the stack to the variable 1 LHL Store number in level 1 of the Stack to the variable N1 EEG 1 Store number in level 1 of the stack to the variable b Store number level 1 of stack to the variable d WAS Read coordinate program Calculate East 2 North 2 Menu page 2 Empty Menu Label Empty Menu Label Empty Menu Label Empty Menu Label Empty Menu Label Enter in the Exit to COORD Module Main Menu page 1 coordinates of the fixed point Registered To SAMPLE User No SAMPLE cat a Noel Causerano 201
60. User No SAMPLE cat a Noel Causerano 2010 6 3 Boundary Truncation Program Library command TRUN This option allows you to calculate a boundary truncation with any number of chords From UTILS Module Main Menu press the key The screen will display the currently stored boundary truncation data BRG1 displays the contents of the B1 variable BRG2 displays the contents of the B1 variable TANGENT DIST displays the contents of the TDIST variable NO OF CHORDS displays the contents of the CHDS variable Boundary Truncation Menu consists of one page Pea CALC EXIT Boundary Truncation Menu Store number in level 1 of the stack to the variable B1 Store number in level 1 of the stack to the Variable B2 Store number in level 1 of the stack to the variable CHDS Store number in level 1 of the stack to the variable TDIST CALE Calculate boundary truncation EXIT Exit to GEOCALC Main Menu Enter in the Boundary Truncation data in the first bearing and press the Type in the second bearing and press Epig Type in the TangentDistance and press the Type the Number of Chords and press the CHIF Note To recall the previous first bearing press the EE 1 keys To recall the previous second bearing press the r EE gl keys To recall the previous Tangent Distance press the
61. a Entry Menu page 2 press the key An input prompt will display prompting for East 1 and North 1 The input prompt has two options 1 Enter East 1 and North 1 at the prompt Type in the East 1 value To proceed down to the next level press the W key Type in the North 1 Press the ENTER key 2 Read from COORD Module Refer Section 5 231 Read Coordinate page 55 The calculated coordinates for the next point will be calculat d when the next Bearing and Distance sequence is entered The calculated North value is copied to the level 4 of the stack The calculated East value is copied to the level 3 of the stack To turn this function OFF simply press the again Registered To SAMPLE 36 USER PRG HOME GEOCALC Enter Coords to calc from or EHTER for READ ERGT 1 1BD8 MRTH 1 SHEE DATA ENTRY Suez BROS PEBRUE BE gl 4 NETH 111 58809 3525 3 EAST 111 1B234 562H er UST 111 35 883 1 BRG 111 4 5138 User No SAMPLE cat a Noel Causerano 2010 4 4 Viewing and Editing the Close Matrix This option allows you to view edit delete insert or apply a datum swing to the Close Matrix The Edit Close Matrix menus can be accessed from two locations CLOSE Module Main Menu page 1 Library command VIEW1 Data Entry Menu page 2 Library command VIEW2 From either location press the key This will access the View Menu pa
62. am disclaim any consequential or professional liability as a result of the use of the GEOCALC program COPYRIGHT The manual and software are subject to copyright Noel Causerano reserves all rights The manual and or software may not in whole or in part be copied photocopied reproduced translated or reduced to any electrical medium or machine readable form without the prior consent in writing to Noel Causerano PO Box 386 Earlville QLD 4870 Australia Email noel geocalc com au LICENCE AGREEMENT The GEOCALC program is sold as is and on the condition that it is not resold or given away to a third party Ownership is given solely to the purchaser and isnot transferable Computer files supplied on the CD are not to be copied or stored in any electrical form such as The purchaser is permitted to create a copy of the supplied CD to a blank CD for backup purposes and for exclusive use by the purchaser only Registered versions are for use by the Purchaser Business or its agents only and remain the property of the Purchaser Business Software that is lcensed in a Personal Name is limited to one person Software that is licensed in a Business Name is licensed per office and can be used on any numberof HP caleulators and is NOT limited to one person KERMIT DOS Based Download Software The KERMIT software is copyright 1997 Trustees of Columbia University in the City of New York Permission is granted to any individual
63. ame Number does not exist then the program will prompt to create YES NO Note Numerical File names will be assigned the character to the start of the name E g 1234 Numerical Alpha names will not be accepted i e 1234A The program returns to File Tools Menu 5 222 File Information Library command FINF This option allows you to display the current file information From File Tools Menu press the MEAN key The program uses the current File Name Number This is stored in the CRDS directory in the current Job directory in the variable The program will display the current File Name Number the amount of memory used and the number of points stored 5 223 Erase a File Library command FERA This option allows 4 erase a File From File Tools Menu press the An input prompt will display prompting to Erase File Type in the Name Number You can place the Name Number in the input prompt by pressing the menu key under the corresponding menu label To move to the press the NXT key To move to the previous page press the PREV keys Press the ENTER key The display will File Name Number when erasing This will erase the selected File contents and will retain the File directory The program returns to File Tools Menu Registered To SAMPLE 53 PRG HOME GEDCALC ICRDSI 5100 1 Create Change File Confirm File FILE CONTROL P
64. ast Line Library command ERA L This option allows you to erase the last line entered From Close Data Entry Menu page 1 press the key This will delete the last entered sequence from the end of the Close Matrix Registered To SAMPLE User No SAMPLE BESTE cat a Noel Causerano 2010 4 37 Displaying the Misclose Library command CLOS This option allows you to calculate the misclose at any time From Close Data Entry Menu page 1 press the key Example Enter surround metes for Lot 27 on RP898734 Refer Appendix 1 Diagram 1 page 97 BRG1 74 51 30 DST1 35 805 BRG2 111 12 00 DST2 112 025 BRG3 179 59 30 DST3 129 970 BRG4 250 42 20 DST4 105 945 5 339 59 20 DST5 114 050 BRG6 0 01 00 DST6 88 955 The display will read Calcing when calculating The Misclose calculates BRG 119 36 53 DIST 0 032 RATIO 1mm 1 18387 10mm 1 26779 Misclose Ratio explained The current Queensland Surveyors Regulations define required cadastral survey accuracies as follows The linear misclose in a surround m st not exceed a 10mm plus 1 part 5000 of the total distance traversed or b 20mm plus 1 part in 2500 if the survey is in rough and broken terrain or c 20mm plus 1 part 2000 if the surveyor s work is included in the surround or d 20mm plus 1 part in 1000 if a survey effected before 1890 is included the surround Extract from The Queensland Surveyor
65. calculating The Cut Area DDDA calculation will then be displayed as follows BRG4 250 42 20 lt lt DST4 105 923 gt gt BRG5 339 59 20 lt lt DST5 114 191 gt gt BRG6 0 01 00 lt lt DST6 88 832 gt gt Note Calculation metes are not the same as metes on RP898734 because of the 32mm misclose in Lot 27 The values for the Cut Area DDDA calculation are copied to the stack Press the VAR key The Cut Area Distance 4 will be displayed in level 3 of the stack The Cut Area Distance 5 will be displayed in level 2 of the stack The Cut Area Distance 6 will be displayed in level 1 of the stack Cut Area DDDA Refer Section 5 9 Setout Distance Mode page 70 Empty Menu Label Empty Menu Label Empty Menu Label Return to Close Calculation Menu Registered To SAMPLE Exit to CLOSE Module Main Menu page 1 32 USER PRG HOME GEOCALC Enter Cut Area Details JHM REVE USER PRG HOME GEDCRLC Enter Cut Area Details AREA 22445 6654 Calcing eee CUT AREA 8888 BRh4d 258 42 28 DST4 185 923 gt BRGS 239 59 28 DST39 4 114 191 gt BEGO dB Bl mg DST lt 88 832 gt EI CONT ER 1 GEOCALC 3 CUTe DST4 185 9234 e CUTe 5 5 114 1386 1 CUTe OST6 88 2315 Ez CONT User No SAMPLE cat a Noel Causerano 2010 4 3862 Cut Area with 1 unknown Distance and Bearing an
66. calculation being current time saved time constant If the equation is true it means that dhe key has been pressed twice otherwise it means the key just bounced and the key is not entered into the keyboard buffer You can adjust the constant using the KEYTIME command A valid number between 0 and 4096 is required For example if you set KEYTIME to 4096 and press the same key fast you will see that you cannot get anymore than 2 valid key presses per second Set the KEYTIME to 0 and you get every key press The default value is 1365 You ll need to experiment with this to find what works best for you Registered To SAMPLE User No SAMPLE nent e Noel Causerano 2010 93 9 TROUBLESHOOTING 9 1 Missed Keystrokes If you re using a HP49G HP48GIl HP49G or HP50G and your experiencing missed keystrokes the problem may not be because of the Geocalc software or the calculator keyboard being faulty It could in fact be due the Anti Bounce System built into the keyboard The delay parameter may be set to a level that is not adequate for your usage This can be modified by the onboard software KEYTIME Refer Section 8 11 KEYTIME Feature HP49G HP48GII HP49G amp HP50G Only Page 92 9 2 If the program Crashes If the program crashes the calculator may produce an error message followed by a tone The stack may be left with useless objects To clear the stack press the DEL key To return to GEOCALC press the CST k
67. d Distance Library commandz DBDA This option allows you to calculate a Cut Area by unknown Distance and Bearing and Distance Example Enter part surround metes for Lot 27 on RP898734 Refer Appendix 1 Diagram 1 page 97 BRG1 74 51 30 DST1 35 805 BRG2 111 12 00 DST2 112 025 BRG3 179 59 30 DST3 129 970 BRG4 250 42 20 DST4 105 945 From the Cut Area options screen press the An input prompt will display prompting for the next known Bearing and Total Area Type 339 59 20 for BRG 5 To proceed down to the next level press the V key Type in 22445 665 for TOT AREA Press the ENTER key The display will read Calcing when calculating The Cut Area DBDA calculation will then be displayed as follows BRG5 339 59 20 lt lt DSTS lt lt BRG6 359 58 19 gt gt lt lt DST6 113 969 gt gt 89 047 gt gt Note Calculation metes are not the same metes RP898734 because of the 32mm misclose in Lot 27 The values for the Cut Area DBDA calculation are copied to the stack Press the VAR key The Cut Area Distance 6 will be displayed in level 4 of the stack The Cut Area Bearing 6 will displayed in level 3 of the stack The Cut Area Distance 5 will be displayed in level 2 of the stack The Cut Area Bearing 5 will be displayed in level 1 of the stack Cut Area DBDA Menu Refer Section 5 9 Setout Distance Mode page 70 Empty Menu
68. e The program will store Foresight value to Column 3 of a new row to the Level Matrix The program will then prompt for you to define the Foresight reading as a Change Point or a Station Press the appropriate menu key STN This will define the Foresight reading as a Change Point The program will add a 0 to column 4 in this row This will define the Foresight reading as a Station The program will add a 1 to column 4 in this row Registered To SAMPLE 80 X3 LEVEL DATA ENTRY Enter IS or FS 2 Line 2 Last Entru BS 1 456 is Ez 1 zoe LEVEL DATA EHTRY E Bees i Es evs z ba TM Last E IS 1 6 Lis FORESIGHT FEAPING amp FS 8 969 Change Point or Stn Nd LEVEL DATA EHTRY 28 Enter BS Line 2 Last Entru FS H 8629 Les is ES ESAT User No SAMPLE cat a Noel Causerano 2010 7 314 Viewing and Editing the Level Matrix Library command 2LVIEW This option allows you to view and edit the Level Matrix From the Level Data Entry Menu press the key The contents of the X DAT variable is copied to level 1 of the stack the Level Matrix The USER Keyboard is turned off at this time To view the Matrix in level 1 of the stack press the W key This activates the Built in Matrix Writer Application of the calculator HP User s Guide Manual Refer to the section on Matrices To
69. e PI BOs gt gt gt CLOSE lt lt lt DATA ENTRY 822 ria due 5 T gt gt gt MEW CLOSE lt lt lt cale EE EXIT User No SAMPLE cat a Noel Causerano 2010 4 31 Entering Close Data USER Keyboard lt SPC gt Library command DATA When a New Close Matrix is started the string gt gt gt NEW CLOSE lt lt lt will be displayed in level 1 of the stack The lt SPC gt key has been assigned to the USER keyboard to enter Bearings or Distances The SPC key is programmed to only accept one field of entry at a time from level 1 of the stack Type in the Bearing and press the SPC key Type in the Distance and press SPC key to complete the Sequence The current Close Data Entry status is shown in line two from the top of the display Characters 1 5 from the left displays a prompt for the next entry including the line number Character 7 from the left displays the current Auto Metres Auto Links status Characters 9 22 from the left displays the current Datum Correction status When one sequence is complete the display will prompt for the next Bearing while leaving the last Bearing and Distance displayed in levels 1 and 2 of the stack These numbers can be manipulated or re entered for the next sequence To re enter the Bearing simply press the lt SPC gt key To re enter the Distance simply p
70. e HP49G 48 HP49G HP50G Only Library command KEYTIME This option allows you to set the KEYTIME delay parameter to a desired level DEG Ry H FRG From the SETUP Module Main Menu page 2 press the HW gi key Wa tas lu Valid 4696 An input prompt will display prompting to enter a KEYTIME value Type in a value aes between 0 and 4096 and press the ENTER key This will change the value of the KEYTIME delay to the desired level The program returns to SETUP Module Main Menu page 2 KEYTIME Feature Explained The HP49 series HP49G 48 HP49G amp HP50G are quite smart calculators They have a feature built into the keyboard called the Anti Bounce System This feature effectively determines weather keys have been pressed one or more times relative to a delay parameter calculated via the clock All the older model calculators such as the HP48 series never had this problem When key was detected as down the system waits 1 10 of a second checking the in order to ensure that they were not bouncing This is one of the reasons why the HP48 was going slower when a key was pressed On the 49 the anti bounce system is different When the system detects a key as down it puts the entry into the keyboard buffer and saves the current time into a special variable If the system detects a key as down before entry into the keyboard buffer it performs a calculation This
71. e selected Job contents and the Job directory The program returns to Job Tools Menu 5 22 FILE TOOLS MENU Library command FILETOOLS This option allows you to manage your File Coordinate subdirectories From Coord Tools Menu press the INN key This will display the File Tools option screen File Tools Menu consists of one page INFII ERRSE DPU E PFILE Job Tools Menu IN OPOZE Change File Name or Number Display ile Information Erase a File Dispose a File Print a File Exit to Coord Tools option screen Registered To SAMPLE PRG HOME GEDCALC ICRbsI Dispose Job Enter Job i JOB 518H FILE TOOLS 88811 FILE hange File Info ERASE Erase File DPOSE Dispose File PFILE Print File EXIT COORD TOOLS 171 FILE EG User No SAMPLE cat a Noel Causerano 2010 5 221 Change File Name Number Library commandy FCHG This option allows you to change your current coordinate File Name or Number From File Tools Menu press the key An input prompt will display prompting to Create Change the File Name Number Type in the Name Number If the Name Number exists you can place the Name Number in the input prompt by pressing the menu key under the corresponding menu label To move to the next page press the NXT key To move to the previous page press 4 PREV keys Press the ENTER key If the N
72. ed To SAMPLE User No SAMPLE cat a Noel Causerano 2010 gQ 5 o Registered To SAMPLE User No SAMPLE 48 cat a Noel Causerano 2010 5 COORD MODULE The COORD Module is a collection of engineering orientated programs commonly used by most Engineering surveyors 5 1 COORD MODULE MAIN MENU From the GEOCALC Main Menu press the COORD key This will display the COORD Module Main Menu page 1 The COORD Module consists of two pages Page 1 LTT BG CEC I CO Page 2 Library command COORDMENU Library command COMM2 A D 5 z 5 D iie Coordinate Tools Menu Coordinate Input Calculate Bearing and Distance between Two Fixed Coordinates Calculate New Coordinates from Fixed Point with Bearing and Distance Calculate Coordinates from Intersection of Two Lines Calculate Coordinates on Line between Two Fixed Points O A D 5 z 5 D Q Reference Line Calculations Setout Distance Mode ad Convert CLOSE Module CDS Matrix to COORD Module Points Transfer a TXT file from a PC to the HP48 or HP49 Convert a TXT file to COORD Module Points E T T ha a EXIT Exit to GEOCALC Main Menu Registered To SAMPLE 49 COORD MODULE 172 TOOLS Coord Tools Coord Input Calc BRD 37 Calc
73. el Exit to COORD Module Main Menu page 1 Registered To SAMPLE 65 LIME 8812 1000 DIST 135 Cea si 1 2 er poma LIME 84272 1008 088 i SHR 1 4 352 924 9 323 2 135 User No SAMPLE cat a Noel Causerano 2010 Enter in the coordinates of the two fixed points and Distance from Point 1 Type in the Easting of point 1 and press the in the Northing of point 1 press the LHL key Type in the Easting of point 2 and press the 1 the Northing of point 2 and press the key Type in the Distance from point 1 and press the Note recall the previous Easting of point 1 press the r keys To recall the previous Northing of point 1 press the LHL keys To recall the previous Easting of point 2 press the r keys To recall the previous Northing of point 2 press the 1 keys To recall the previous Distance press the wet keys To use a saved coordinate press the REAL key Refer Section 5 231 Read Coordinate page 55 To calculate the new Easting and Northing press the key The display will read Calcing when calculating The calculated Easting and Northingpwill be displayed and also copied to the stack 1 Calc Menu STO EM1 22 EN Store Point Copy E2 to E1 variable N2 t
74. elling part of Lot 20 on RP86 035 amp sewwocaury SPEEWAH the Balance of Lot 2 on RP86 035 Loca Government MAREEBA S C LANDS REGION FAR NORTH MINING DISTRICT ha EGISTERED PLAN898 73 70 80 90 100mm CROWN COPYRIGHT RESERVED cisP 1 55 x Titles Data reproduced with the permission of the State of Queensland Department of Natural Resources Registered To SAMPLE User No SAMPLE nent n Noel Causerano 2010 5 o Registered To SAMPLE User No SAMPLE 98 nent e Noel Causerano 2010 99 APPENDIX 2 MENU MAP GE Ee Ts Se a a USER AEDUT TEH SE 0 PLOT PRINT Goes MEH CALC acu aca EXIT EDIT BELT FGIERSETHIETH THETTT MEH EDIT ELT IATH PERG PRINT 2 0 TRAY LOT ROAD EMT LEASE SEW Registered To SAMPLE User No SAMPLE cn Noel Causerano 2010 100 COORD ee Co oe JOE FILE DATA JOE JOE TS DTIETS EMIT FILE IHFO ERA E OPOSE PFILE EIT READ DEL 193 1 GS mi ea EAC CALC Fe READ EIT Ea D ua GSS 1 1093 1 lI ne 1 REAL E1 Pe ee
75. els Single Run 2BM 85 7 10 Calculate Adjusted Reduced Levels Double Run 2 86 8 SETUP MODULE 89 8 1 SETUP MODULE MAIN MENU 89 8 2 Auto Metres 90 8 3 Auto Links 90 84 Misclose Reverse 90 8 5 Datum Correction 90 8 6 Select Printer 90 8 7 Printer output on off 91 8 8 Global Display FIX 91 8 9 Bearing Display FIX 91 8 10 Distance Display FIX 91 8 11 KEYTIME Feature HP49G HP48GII HP49G amp HP50G Only 92 9 TROUBLESHOOTING 93 9 1 Missed Keystrokes 93 9 2 Ifthe program crashes 93 9 3 Reset GEOCALC 93 9 4 Reset the Calculator 93 10 SERVICE AND SUPPORT 95 10 1 Hardware Support 95 10 2 Faults and Suggestions 95 APPENDIX 1 DIAGRAMS 97 APPENDIX 2 MENU MAPS 99 APPENDIX 3 LIBRARY COMMAND LISTING 103 APPENDIX 4 FLAGS SETTING USED BY GEOCALC 105 Registered To SAMPLE User No SAMPLE feos Noel Causerano 2010 7 1 INTRODUCTION The Hewlett Packard HP48G series HP49G series and HP50G programmable hand held calculators have been a breakthrough in technological advancements throughout the HP family ofcalculators They have advanced strongly since their introduction leaving behind their predecessors the HP41 series amp HP42 calculators Although this advancement has been impressive there is much discouragement amongst surveyors to move to this series because of little useful software at reasonable prices The HP48 HP49 amp HP50 calculators use the same ope
76. equiring any plug in memory cards The memory for port 0 is taken out of user memory 50 objects stored port 0 decrease the amount of user memory available If you have plug in memory cards installed you may wish to install the GEOCALC library in these other ports HP48GX G Users only The HP48 will now automatically turn off HP48GX G Users only Turn the HP48 on pressthe ON key The 48 will momentarily blank as the library is attached the GEOCALC LIB variable is deleted and 48 resets to the MTH menu VAR This continues the installation process The current User Flag settings are stored to variable USRFLAGS The variable GINSTALL is deleted The directory changes to the GEOCALC Variables directory HP48GX G Users only Press the keys Geocalc will now auto run to the Geocalc Main Menu Installation of GEOCALC is now complete To run GEOCALC press the GEO key from the VAR menu 2 4 To Uninstall GEOCALC Library command UNINSTALL From the GEOCALC Main Menu page 2 press the This will activate the Uninstall program The program will HALA and prompt you Are you sure you want to uninstall GEOCALC and all of its components Options Yes or No E The program wil firstly detach the GEOCALC library then delete it The program will then delete the GEOCALC Variables Directory clear the stack and return to the VAR menu The program will clear the stack and return to
77. ersection of two straight lines from four fixed points Calculate East and North on a straight line between two fixed points Perform Reference Line calculations Setout a distance from calculations using Setout Mode Convert a coordinate matrix from CLOSE Module for use with COORD Module Upload a TXT file from a computer and convert to points 1 13 UTILS Module The UTILS Module consists of a Road Secant program with multiple road widths Truncate a boundary with any number of chords with Boundary Truncation program 1 14 LEVEL Module Enter level book data direct from a level book with Backsights Intermediate and Foresights The program can also allow for un even change points between forward amp reverse runs Calculate total of backsights and foresights Calculate rises and falls Calculate total of rises and falls Calculate Unadjusted Reduced Levels Calculate Adjusted Reduced Levels by a Double Level Run from 1 Bench Mark Calculate Adjusted Reduced Levels by a Single Level Run between 2 Bench Marks Calculate Adjusted Reduced Levels by a Double Level Run between 2 Bench Marks 1 15 SETUP Module Toggle Auto Metres or Auto Links Set display of misclose from start to end or reverse Change datum correction values Choose between the HP82240A or HP82240B infrared printers Toggle printer for print output off or on Set display FIX for global changes and applied to bearings and applied to distances 1 16 RESET Program This program r
78. esets all flags used both system and user deletes newly created variables during operation including current Close Matrix turns off the USER keyboard clears all suspended programs which normally slows down program operations If suspended programs exist a HALT annunciator is displayed at the top of the display When the RESET program is finished an audible tone will beep 1 17 USER Program Displays the registered persons companies details 1 18 ABOUT Program Displays the c rrent GEOCALC version number with copyright Disclaimer and versions of the four main calculating modules 1 2 PREREQUISITE READING HP48GX G Users Please read the HP48G User s Guide chapter 1 The Keyboard and Display HP49G Users Please read the HP49G User s Guide chapter 1 amp 2 Keys amp Basic operation HP48GII HP49G amp HP50G Users Please read the HP48GII HP49G HP50G User s Manual chapter 1 Getting Started Registered To SAMPLE User No SAMPLE BTE Noel Causerano 2010 9 1 21 Manual Terminology The Stack The Stack is a series of storage locations for numbers and other objects The locations are called levels 1 2 3 etc The number of levels changes according to how many objects are stored on the stack Generally you will use the HP48 amp HP49 by entering numbers and other objects onto the stack then executing commands that operate on the data HP User s Guide Manual Refer to the section on Stack Basic operation
79. etween the 2 Bench Marks is divided by the number of set ups Where there are Change Points if any the adjustment per set up is proportioned by the number of Change Points for that set up We will use part of the Level Book Example on page 77 as an example We will usesthe first section from PSM 1 to PSM 5 Lines 1 8 This adjustment allows for Intermediate observations This adjustment does not allow for Side Shot type levelling from the main Forward Run key An input prompt will display prompting to ENTER START RL Type in the reduced level of Bench Mark 1 e g 50 000 Press the ENTER key gt From the Level Module Main Menu page 2 press the An input prompt will display prompting to ENTER RL Type in the reduced level of Bench Mark 2 e g 52 293 Press the ENTER key The display will read Calcing when calculating HP48G G Users Refer to the HP48G User s Guide chapter 3 on The Interactive Stack HP49G HP48GII HP49G HP50G Users No documentation on The Interactive Stack To view all the results press the A key This will activate The Interactive Stack From the Interactive Stack environment press the keys to scroll through the levels of the stack Once you have selected the stack level desired press the to view the results exit the Interactive Stack simply press the ON key Understanding the Results The Adjusted Reduced Levels of the S
80. evel Matrix Exit to LEVEL Module Main Menu page 1 Registered To SAMPLE 78 LEVEL DATA EHTRWY X Enter BS Line 1 Last Entru z22HEM LEVEL MHTRIXZ Les L is Es Es ESAT EIT User No SAMPLE cat a Noel Causerano 2010 7 31 Entering Level Data Library command LEVDATA When a New Level Matrix is started the string gt gt gt NEW LEVEL MATRIX lt lt lt will be displayed on line 7 of the display The Level Data Entry keeps track of your entries and prompts for the mext appropriate entry with line number This is shown on lines 3 and 4 of the display The Level Data Entry also keeps track of the Last Entry This is done by interrogating the last row of the Level Matrix This is shown on lines 6 and 7 of the display The Level Matrix is created using the same Line Structure as your level book i e Backsight and Foresight reading will be on the same line same row the Level Matrix At each Backsight Intermediate or Foresight entry the values are stored to the DAT variable using the STAT command The Level Matrix contains FOUR columns Column 1 Backsight Readings Column 2 Intermediate Reading Column 3 Foresight Readings Column 4 Location of Station points Column 4 is used to distinguish between Change Points and Stations Level Book Example LINE REMARKS DO aA AJ OINJ gt zx e 9 _ P
81. ey followed by the 38 common cause for the program crashing is the naming of objects during input prompts within the program being the same as the Geocalc Variables Directory or Library Command Listing Refer Section 3 1 GEOCALC Variables Directory page 17 amp Refer Appendix 3 Library Command Listing page 103 9 3 To Reset GEOCALC If the program is behaving excessively slow or unusual it may be necessary to reset to program From GEOCALC Main Menu page 1 press the 1 key The Reset program resets all flags used both system and user deletes newly created variables during operation including current Close Matrix turns off the USER keyboard clears all suspended programs which normally slows down program operations If suspended programs exist HALT annunciator is displayed at the top of the display When the RESET program is finished an audible tone will beep 9 4 ToReset the Calculator If the calculator freezes and doesn t respond to any keystrokes it may be necessary to reset the calculator 1 Insert the end of a metal paper clip into the hole in the back of the calculator Hold for one second and then remove the clip 2 Pressthe ON key 3 If necessary Press and hold the ON key b Press and hold the F3 key c Release both keys If this does not fix the problem the calculator requires service Registered To SAMPLE User No SAMPLE nent n Noel Causerano 2010 5 o Regi
82. for required BAUD rate speed in the required Baud rate or accept default and press the ENTER key The program will set 33 system flag Serial Port and 35 system flag ASCII form and execute the RECV command Copy the files KERMIT EXE amp MSKERMIT INI from your Geocalc CD to the same directory as your ASCII file on your PC Using Kermit download the required ASCII file using the SENDscommand i e MS Kermit send txt1 The ASCII file will be downloaded as Program type variable Your ASCII file will be stored in the Geocalc Variables Directory under the TXT sub directory The ASCII file must be in the form of three columns with Point Number Easting and Northing File extension is not important Example 1 1000 000 2000 000 2 1234 567 8901 234 3 3456 384 5732 994 program returns to COORD Module Main Menu page 2 Registered To SAMPLE 71 PRG GEDCALC ICRDSI 5100 4 CDS Matrix gt Points Confirm File FILE 567m EE File 5678 Doesn t Exist Create Kia USER PRG GEOCALC ICRDSI S100 5678 Enter Starting Humber iNo 7 2H ee 2 USER PRG i GEOCALC Enter Required BAUD Rate Speed S688 Upload File Settings HP48G HP48GX HP48GII Users An ASCII file no greater than 600 points is suggested User No SAMPLE BESTE cat a Noel Causerano 2010
83. g the last two calculations 34 4 39 Unadjusted Area 34 4 310 Bowditch Adjusted Area 35 4 311 Calculate Coordinates during Data Entry 36 44 Viewing and Editing the Close Matrix 37 4 41 Viewing the Next and Previous Lines 38 4 42 Search by Line Number 38 4 43 Edit the Displayed Line 38 4 44 Delete the Displayed Line 38 4 45 Insert a Line 39 4 46 Datum Swing 39 4 5 Save the Close Matrix 40 4 6 Load a stored Close Matrix 40 4 7 Delete a stored Close Matrix 41 4 8 Calculation Solutions to Close Matrix 41 4 9 Bowditch Adjustment 42 4 10 Coordinate the Close Matrix 43 4 11 Plot the Close Matrix 44 4 12 Close Print Menu 44 4 121 Print a Heading 45 4 122 Print Close Bearings and Distances 46 4 123 Print Close Traverse Details and Areas 46 4 124 Print Coordinate Listing 46 4 125 Print the Plot 47 Registered To SAMPLE User No SAMPLE STRE Noel Causerano 2010 5 5 COORD MODULE 49 5 1 COORD MODULE MAIN MENU 49 5 2 COORD TOOLS MENU 50 5 21 JOB TOOLS MENU 50 5 211 Change Job Name Number 51 5 212 Job Information 51 5 213 Erase a Job 51 5 214 Dispose a Job 52 5 22 FILE TOOLS MENU 52 5 221 Change File Name Number 53 5 222 File Information 53 5 223 EraseaFile 53 5 224 Dispose a File 53 5 225 Printa File 53 5 23 DATA TOOLS MENU 55 5 231 Read Coordinate 55 5 232 View Coordinate File 56 5 2
84. g to Erase Job Type in the Name Number You can place the Name Number in the input prompt by pressing the menu key under the corresponding menu label To move to the press the NXT key To move to the previous page press PREV keys Press the ENTER key The display will Job Name Number when erasing This will erase the selected Job contents and will retain the Job directory The program returns to Job Tools Menu Registered To SAMPLE 51 HOME GEDCALC ICRbsI Create Change Job Enter Job i JOB CEE Job 5188 Doesn t Exist Create Kia Exmmmm JOB INFO ZEE JOB 5106 BYTES 16 FILES MACAN E PRG i HOME GEOCALC ICRDSI Y Erase Job Enter Job JOB SiH User SAMPLE cat a Noel Causerano 2010 5 214 Dispose a Job Library command JDPOSE This option allows you to dispose a Job From Job Tools Menu press the key An input prompt will display prompting to Dispose Job Type in the Name Number You can place the Name Number in the input prompt by pressing the menu key under the corresponding menu label To move to the next page press the NXT key To move to the previous page press the PREV keys Press the ENTER key The display will read Disposing Job Name Number when erasing This will delete th
85. ge 1 Line 1 Bearing and Distance will be displayed The Edit Close Matrix Menu consists of two pages Page 1 ial TS EE Se Page 2 Edit Close Matrix Menu page 1 View the Next Line LIT View the Previous Line Scarch by Line Number AJIES Edit the Displayed Line DELT Delete the Displayed Line insert a Line Edit Close Matrix Menu page 2 Datum Swing Empty Menu Label Empty Menu Label Empty Menu Label Empty Menu Label Exit to Data Entry Menu page 2 or Exit to SETUP Module Main Menu page 1 Note will exit to the last used menu Registered To SAMPLE Library command VIEW Library command LM2 37 VIEH ZDHT 88172 LIHE 1 r4 Sl 3H DIST 35 885 PREY 3 EDIT DELT INTR User No SAMPLE BESTE cat a Noel Causerano 2010 4 41 Viewing the Next and Previous Lines This option allows you to view the Close Matrix one line at a time From Edit Close Matrix Menu page 1 To view the next line press the key When you reach the end of the Close Matrix an audible tone will beep To view the previous line press the PREY key When you reach the start of the Close Matrix an audible tone will beep 4 42 Search by Line Number Library command GOTO This option allows you to search the Close Matrix at the required Line Number From Edit Close Matrix Menu page 1 press the 8 key An input prompt will display prompting for Goto w
86. graphing calculator 5 ns 9 Noel Causerano 2885 Hoel Causerano 2665 5 ars TZ GEOCALC v3 2 496 WIN GRAPH 2080 TABE LR EE DE 8 NM m D RAD POLAR CHARS MODES MEMORY STACK PREV MENU MTH PRG CST VAR A NXT L 4 Li L UPOR COPY RCL CUT PREV PASTE UP DEF RCL NUM UNDO PICTURE iJ vr BH M STO EVAL TNI UNDO PRG CHARS MIRW EQW DEL CLEAR ASIN 40057 x z D SIN COS y3 l T w E ASN AAN EQUATION MATRIX EDIT PURG ARG CLEAR ENTER Y EEX i DEL USER ENTRY Loc o USER ENTRY SSIV NUMSIV EXPSINTRIG FINANCETME 8 9 STAT UNITS Es 7 i MATRICES 5 6 b 1 4 STAT CONVERTUNTS jo 106 EEX lt lt gt gt a 509 Graphing Calculator Australian Cadastral amp Engineering Software for the HP48 HP49 amp 5 HP48GX HP48G HP49G HP48Glil HP49G HP50G Program and Documentation Noel Causerano 2010 Registered To SAMPLE User Number SAMPLE Email noel geocalc com au WEB www geocalc net www geocalc com au Manual for Version 3 2 3 1b August 2006 Noel Causerano 2010 1 DISCLAIMER Noel Causerano and Authorised Agents of the GEOCALC progr
87. hich line Type in the line number Press the ENTER key If the line number entered is not valid theymessage Nonexistent Line will be displayed 4 43 Edit the Displayed Line Library command EDITT This option allows you to edit the currently displayed line in the Close Matrix You can edit both the Bearing and Distance From Edit Close Matrix Menu page 1 press the III key An input prompt will display showing the contents of the current line The cursor changes from insert mode to replace mode Scroll through the command line using the A V 4 keys Type over the existing values with the new values Press the ENTER key to replace the new line in th Close Matrix 4 44 Delete the Displayed Line Library command DELT This option allows you to delete the currently displayed line in the Close Matrix From Edit Close Matrix Menu 4 press the key The message Deleting Line will be displayed This will delete the currently displayed line from the Close Matrix Registered To SAMPLE 38 VIEH zDHI 88172 LIME 1 BRG P4 sl1 38 DIST 35 885 ETUR I GEDCALC Goto which line LIME I GEOCALC Goto which line Monexistent Line tLIME 7 USER PRG I HOME GEOCALC Replace Line 1 Press BEG 74 5138 DIST 33 885 TIE CORES ET Deleteing Line 1 LIHE 1 ERG rv4 Ssi 38 DIST
88. in the Distance and press the key Note To recall the previous Bearing press the EEG keys To recall the previous Distance press the keys To move to the next page press the NXT key To move to the previous page press the 4 PREV keys Enter the coordinates of the Type in the Easting of point 3 and press the the Northing of point 3 and press the Hal key Type the Easting ofoint 4 and press the Eu key Type in the Northing of point 4 and press the wy key Note To recall the previous Easting of point 3 press the keys To recall the previous Northing of point press the r Hal keys To recall the previous Easting of point 4 press the 1 keys To recall the previous Northing of point 4 press the keys Registered To SAMPLE User No SAMPLE nent e Noel Causerano 2010 69 To use a saved coordinate press the key Refer Section 5 231 Read Coordinate page 55 To perform the Reference Line calculations press the key The display will read Calcing when calculating Hts elhs The calculations will be displayed on the screen REF L Calc Menu Continue back to Reference Line He REFEREWCE LIHE Zu BRG 125 2H 18 DIST 48 395 POINT CH 16 368 os 1 858 IHT 12 135 DIST4 LIWE 2 135 CONT EXIT Empty Menu Label
89. ion allows you convert a TXT file to Coord Module Points Refer Section 5 11 Transfer a TXT file from PC to the HP48 or HP49 page 71 From COORD Module Main Menu page 2 press the key An input prompt will display prompting to enter a TXT file To move to the next page press the NXT key To move to the previous page pressthe a PREV keys Press the menu key belowsthe menu label the name will appear on the command line Press the ENTER key An input prompt will display prompting to confirm File Enter in the File and press the ENTER key The program will create points starting with the character The program returns to COORD Module Main Menu page 2 Registered To SAMPLE 72 HP49G HP49G HP50G Users An ASCII file no greater than 1700 points i suggested If more points are required you will need to break your ASCII file into 2 or more smaller files File Size Limits You will only be able to successfully download and convert to Geocalc Points an ASCII file that is less than half of the available free memory your calculator Memory Error Avail MEM 18447 5 MEM Required for File Conversion 18851 5 PRG HOME GEOCALC ICKDSI 5108 7 Convert TAT File Confirm File FILE 5678 CONT Last File 5678 Doesn t Exist Create Kia USER PRG i GEOCALC THT Enter File to Convert to Points
90. ion allows you to apply a Datum Correction be each entered Bearing during Close Data Entry The Bearing will automatically be corrected in HMS when you press the lt SPC gt key This is useful when entering data using several cadastral plans The Datum Correction selection menu can be accessed from two locations SETUP Module Main Menu page 1 Library command D DF1 Close Data Entry Menu page 1 Library command D DF2 From either location press the ERY key This will display the Datum Correction selection menu To set a New correction type in the correction value in HMS press the 4 key followed by one of the five menu locations PAE Pee eo GE This will store the correction value to the specified location and also set itas CURRENT To reuse a stored correction press one of the five menu locations Datum Correction selection menu E c OD E Datum Correction location A Datum Correction location B Datum Correction location D Datum Correction location E ENS PE EE Datum Correction location NEN iE Exit to Clos Data Entry Menu page 1 Exit to SETUP Module Main Menu page 1 Note will exitto the last used menu Note Datum Corrections will be applied to all entered Bearings in CLOSE Module including calculating programs Registered To SAMPLE 22 DRRECTION CURRENT BW BB BB User No SAMPLE nent e Noel Causerano 201
91. ist then the program will HALT and prompt to overwrite previous CDS matrix YES NO Automatically create CDS matrix using a start coordinate of East 0 and North 0 and plots to screen Scale of plot is of best fit previous CDS matrix to screen The display will read Plotting when plotting Press the ON key to exit the Picture Editor Mode and Exit to CLOSE Module Main Menu page 2 4 12 Close Print Menu Library command PRINTMENU This option allows you print Close Module data to a HP 82240A or HP 82240B infrared printer Note The HP49G HP48GII HP49G HP50G calculators not able to print to the Infrared printers From CLOSE Module Main Menu page 2 press the B key This will display the Close Print Menu The Close Print Menu consists of one page HEAD PE2 D PTRAY PCORD PPLOT CLOSE Print Menu 44144 Print a Heading Print Current Close Matrix Bearings and Distances Print Lot No Name dime Date Bearings and Distances Misclose Bowditched Misclose Ratio and Adjusted Area Print CDS Matrix coordinate listing Print screen plot Exit to CLOSE Module Main Menu page 2 Registered To SAMPLE 44 PLOT THE CLOSE Coords Matrix Exist CTRAY J OQverurite YZH Ka Plotting ssa Kia ELM CLOSE PRINT MENU tHEADT Heading PBE amp D Bros amp Distz PIRAY Traverse Area
92. level press the V key Type 0 01 00 for BRG6 Press the ENTER key The display will read Calcing when calculating The 2 Missing Distances calculation will then be displayed as follows 5 339 59 20 BRG6 0 01 00 lt lt 5 5 lt lt DST6 114 131 gt gt 88 895 gt gt Note Calculation metes are not the same as metes on RP898734 because of the 32mm misclose in Lot 27 2 Missing Distances Menu Emi Refer Section 5 9 Setout Distance Mode page 70 Empty Menu Label Empty Menu Label Empty Menu Label Return to Close Calculation Menu Exit to CLOSE Module Main Menu page 1 Registered To SAMPLE 27 USER PRG HOME GEOCALC Enter Known Bras or EHTER for Occupation BRG 359 5928 BRG6 1 enms Hms Rewe 2DIST SOLUTION el ERG 159 59 28 zi lt 114 131 gt 1 E G T EXIT User No SAMPLE BESTE cat a Noel Causerano 2010 4 383 2 Missing Distances Occupation References Library command DD This option allows you to calculate occupation references by radiation using the 2 Missing Distances program Example Calculate the occupation references of the Cen RFP from OPM 75105 at Stn 18 on RP 898734 using a field connection of 188 35 for 0 98m Refer Appendix 1 Diagram 1 page 97 From CLOSE Module Main Menu page 1 start a new close press
93. llows yo to print the CDS Matrix coordinate listing to a HP 82240A or HP 82240B infrared printer From Close Print Menu press the program will create a string of coordinates from the CDS Matrix and will now printed to the HP infrared printer The display will read Printing when printing The program returns to Close Print Menu Registered To SAMPLE Com com rm rom A HA o Oo 0 c aan AR c m mn Job iJjob Ho t L t Ho RP 8987 ed Print 1 quc dye px nm ines 46 n 0A Cun e CHR RAD CHO D Pur n e on De me oe CC w ne ee gm JUSTED B amp D S amp S coun In m oe cmo RD MD o Cm N gp m ce ON ee On C By sow Due De OD ne e oe SAMPLE nent e Noel Causerano 2010 47 4 125 Print the Plot Library command This option allows you to print a screen plot to a HP 82240A or HP 822 printer From Close Print Menu press the NI key The program uses the PLOTM library command and will now be pri BEES MC es infrared printer The display will read Printing when printing The program returns to Close Print Menu Register
94. llps DELS INS PRG i GEOCALC Adjustment Set up 8824 ESRD EL EDEL DEL INS m 1 HHHH 5 B EI 5113370 B BBS 21 3283 B addo 22 2938 B 32 1 3B BBBH IE D 4105 505 504 User No SAMPLE BESTE cat a Noel Causerano 2010 7 10 Calculate Adjusted Reduced Levels Double Run 2BM Library command ADJ3 This option allows you to calculate adjusted reduced levels from the Level Matrix The adjustment method is on a Double Level Run adjusted between 2 Bench Marks This adjustment allows for uneven Change Points in the Forward Run and Reverse Run and weights the measurements accordingly We will use the Level Book Example on page 77 as an example With reference to the observations between PSM 1 to STN 2 The Forward Run has 3 Change Points The Reverse Run has 2 Change Points The Misclose between PSM 1 and STN 2 is divided by 5 and each Set up is adjusted equally Therefore the Forward Run is adjusted more than the Reverse Run in this case allowing for a stronger fix to the Reverse Run This adjustment allows for Intermediate observations This adjustment does not allow for Side Shot type levelling from the main Forward Reverse Runs This adjustment uses the method used in Double Run 1 first and then the Single Run 2BM second EXP An input prompt will display prompting to ENTER S
95. ls Double Run 1BM Library command ADJ1 This option allows you to calculate adjusted reduced levels from the Level Matrix The adjustment method is on a Double Level Run using 1 Origin Bench Mark This adjustment allows for uneven Change Points in the Forward Run and Reverse Run and weights the measurements accordingly We will use the Level Book Example on page 77 as an example With reference to the observations between PSM 1 to STN 2 The Forward Run has 3 Change Points The Reverse Run has 2 Change Points The Misclose between PSM 1 and STN 2 is divided by 5 and each Set up is adjusted equally Therefore the Forward Run is adjusted more than the Reverse Run in this case allowing for a stronger fix to the Reverse Run This adjustment allows for Intermediate observations This adjustment does not allow for Side Shot type levelling from the main Forward and Reverse Runs gt From the Level Module Main Menu page 2 press the EE An input prompt will display prompting to ENTER START RL Type in the reduced level of Bench Mark 1 e g 50 000 Press the ENTER key The display will read Calcing when calculating HP48G G Users Refer to the HP48G User s Guide chapter 3 The Interactive Stack HP49G HP48GII HP49G HP50G Users No documentation on The Interactive Stack To view all the results press the A key This will activate The Interactive Stack From the Interactive Stack environment press the
96. n Hewlett Packard Warranty Geoc lc Users GEOCALC Manual in Adobe Acrobat Version 5 format Reference M nual PDF 2 3 Installation Procedure To install the GEOCALC program you will need the GEOCALC program CD and a serial or USB interface cable The Geocalc program files can be installed by using either the Microsoft Windows method with the HP to PC Connectivity Kit or the MS DOS method with KERMIT You will need access to an IBM computer with a serial or USB port and a CD Rom drive Registered To SAMPLE User No SAMPLE nent ej Noel Causerano 2010 12 Note HP49G HP48GIl HP49G amp HP50G Users The Operating Mode of the HP49G HP48GIl HP49G or HP50G must to be To check the current Operating Mode press the MODE key If necessary change the Operating Mode from Algebraic to RPN 2 31 HP49G amp HP49G 50G Flash ROM Upgrade The HP49G HP49G amp HP50G calculators have the ability to allow for Flash ROM Upgrades Read Only Memory of the internal command set as deemed necessary To check your current version type in the word VERSION on your calculator press the o o V IE IR IS IN ENTER keys The ROM version will be displayed in level 1 of the stack Included on you Geocalc CD are the latest ROM s as of September 2006 HP49G HP49G Flash ROM Upgrade to Version 1 18 HP49G 50G HP49G Flash ROM Upgrade to Version 2 09 In order to guarantee the correct operation of
97. n STAT application The Close Matrix is stored the reserved variable From the CLOSE Module Main Menu page 1 press the HEL key This will startya New Close Matrix The DAT variable if it exists will be deleted and the program will proceed to Close Data Entry 4 3 Close Data Entry Library commands NEWCL or CONTCL From the CLOSE Module Main Menu page 1 press the The Wilh key is used to Resume Data Entry of an already existing Close Matrix Close Data Entry operates conveniently from the stack environment meaning that you can perform any operations such as additions of bearings or distances etc without interrupting the running of the program Close Data Entry Menu consists of two pages Page 1 EMEA Page 2 IER ER ECCE Library command CONTCL Library command DM2 Close Data Entry Menu page 1 Starta New Close Matrix Change Datum Correction values Way Reverse the Bearing value in line 1 of the stackyby 180 Auto Links Conversion ERA L Calculate the Misclose Bearing Distance and Ratios Erase the last line Close Data Entry Menuspage 2 View and Edit the Close Matrix EN Calculate Unadjusted Area Close Calculation Menu ET Calculate Bowditch adjusted Area MAE Calculate Coordinates during Data Entry Exit to CLOSE Module Main Menu page 1 Registered To SAMPLE 20 DATA ENTRY w a 8172 BRG 0 06 H6 cents REL E
98. n create or group together for your own convenience HP48GX G Users The custom menu is available at any time by pressing the CST key HP49G HP48GIl HP49G 50G Users The custom menu is available at any time by pressing the 4 amp CUSTOM keys The custom menu is defined by the contents of reserved variable named CST A default CST variable has been set up and can be found in the first page of the Variables Directory CST Start GEOCALC Main Menu runs library command GEOMENU Decimal to HMS Converts a number from decimal degrees to HMS format HbA HMS to decimal Gonverts a number from HMS format to decimal degrees Adds two angles HMS format Subtracts two angles in HMS format The reserved CST variable For more information about Custom menus HP User s Guide Manual Refer to the section on Customizing the HP 48 CUSTOM Menus Registered To SAMPLE 18 Program EHAA REGISTERED TO 8 8 User Ho 19 Program E GEOCALC 3 2 E Copyright Hoel eSuserane E 280525 E All Rights Reserved So Be eee ee ME HE DISCLAIMER Hoel Cauzerana and authorised O he 1 GEOCALC program CLOSE MOD VER 6 COORD MOD YER 3 UTILS 1 LEVEL MOD YER 1 m P A User No SAMPLE cat a Noel Causerano 2010 4 CLOSE M
99. nt e Noel Causerano 2010 2 33 Turn the 48 HP49 or HP50 on press the ON key GEOCALC can be installed within any directory on the HP48 HP49 or HP50 Note The Geocalc User Directory must be named GEOCALC To create a new directory use the CRDIR command E g put the name of the new directory in level 1 of the stack press the o oc S U R IV ENTER keys Use the CRDIR command press the o o R D R keys Set your calculator in Xmodem Server mode HP48GX G Users Option not available Refer to the next section HP49G 486 HP49G HP50G Users Press the key and release the key Press the key The display should read Server Waiting for command Procedure using HP48G HP49G and HP50G Calculator Connectivity Kit Install the HP48G HP49G and HP50G series Calculator Connectivity Kit to your PC On the Geocalc CD a copy of Version 2 3 Build 2439 released by HP on September 2006 is supplied This file is named Conn4x English EXE and is compatible with Microsoft Windows 98 2000 ME XP You can download the latest version of the HP48G HP49G and HP50G series Calculator Connectivity Kit from the Hewlett Packard web site as they become available http www hp com calculators Execute the file Conn4x English EXE This will install the HP48G 49 and HP50G series Calculator Connectivity Kit software and USB drivers
100. o N1 variable Store Point Copy E2 to variable N to N1 variable Empty Menu Label Empty Menu Label Exit to COORD Module Main Menu page 1 Registered To SAMPLE 66 Calcing CES ON LINE EAST 1811 714 HETH 5885 178 Ee ee EMEA HOME GEDCALC ICRDSI 5100 Store Point Confirm File 71234 EEE FILEN LAT USER PRG wOME GEOCALC ICROSI 510 12494 Save as Point 7 4174 Pag 15 mi ate mi User No SAMPLE nent e Noel Causerano 2010 67 5 8 Reference Line Library command This option allows you to perform Reference line calculations using a radiated bearing and distance from a station coordinate to a known line Calculate the chainage and offset from point 1 of the line and or the distance to the line from the station coordinate From COORD Module Main Menu page 2 press the AJAN key The screen will display the currently stored coordinate data EAST 1 displays the contents of the E1 variable NRTH 1 displays the contents of the N1 variable BRG displays the contents of the b variable DIST displays the contents of the d variable REF L Menu consists of two pages Page 1 LEY 1 REFERENCE LINE 12 EAST 1 1664 ae IER ERA EG 4 51
101. ons using the USER keyboard are shown as name where name is the label represented on the key faces for example SPC runs user defined program with the execution of this key The USER keyboard is active when the USER annunciator is displayed at the top of the display To disable the USER keyboard simply press the 4 USER keys GEOCALC assigns user defined settings to the and 4 PREV keys when the USER keyboard is active in order to move through its menus Bearings GEOCALC is designed to only operate with clockwise bearings Input Prompts Input prompts have been used throughout GEOCALC Input prompts pause a program and await data entry Input prompts are structured to contain a Command Line in which multiple objects can be placed and executed when entered These objects generally operate with numbers command names separated by a space The menus associated with each input prompt are provided to easily enter commonly used commands Eg Reverse the Bearing and apply a datum correction during an input prompt Type in the Bearing value press the key Type in the datum correction value press the IMEEM key the space is automatically created when the menu key is pressed Cursor Modes Two cursor modes have been used throughout GEOCALC They affect the manner in which input prompts operate The Insert Mode cursor is displayed as 4 The Replace mode cursor is displayed as fj To change the cu
102. ools Menu Registered To SAMPLE 56 Press CCOHT to return to menu 2 f Pere eis e14 u13 iz PRG GEOCALC ICROSI 1 1244 Purge which Pt or EHTER for All 14 pais eis mid wig siz 11 User No SAMPLE cat a Noel Causerano 2010 5 3 Coordinate Input Library command PT This option allows you to manually enter and store coordinates From COORD Module Main Menu page 1 press the key If a Job does not exist then an input prompt will display prompting to Create Change the Job Name Number Type in the Name Number Press the ENTER key The program will prompt to create YES NO An input prompt will display prompting for Point Number Easting Northing and File Name Number The cursor used is in Replace mode Scrollthrough the command line using the A V 4 keys Type in the data and pressthe ENTER key If the File Name Number does not exist then the program will prompt to create YES NO The point is now created and stored in the selected File The program will now start the coordinate input sequence again To exit coordinate input press the ENTER key with a blank entry The program returns to COORD Module Main Menu page 1 Registered To SAMPLE 57 PRG GEOCALC ICRDSI Y Create Change Job Enter Job JnB S1BBN RENI PRG 2 FEAST 129 456 MEIH
103. ose Obserwed ES Bs EDEL DEL 3 B BBBH EDIT Ver emit 4105 505 504 User No SAMPLE cat a Noel Causerano 2010 Understanding the Results e The Adjusted Reduced Levels of the Stations is returned to level 1 of the stack Note There are no Change Point levels shown The Adjusted Reduced Levels Matrix Column 1 Column 2 Column 3 Column 4 Contains the Adjusted Reduced Levels of the Stations Contains the individual Miscloses between the Stations Contains the adjustment per Station Double Run 1BM Contains the adjustment per Station Single Run 2BM The Adjustment per Set up is returned to level 2 of the stack The Number of Set ups is returned to level 3 of the stack e Misclose Adjusted Observed BM Observed Difference Known Difference is returned to level 4 of the stack e The Observed Adjusted Difference is returned to level 5 of the stack e The Known Difference is returned to level 6 of the stack The Adjusted Reduced Levels Double Run 1BM is returned to level 7 of the stack e The Misclose Observed Double Run 1 is returned to level 8 of the stack Registered To SAMPLE 1 GEOCALC Knoun Difference 2 293 ES Bs EDEL DEL 195 EHE X GEOCALC Observed Adjusted Difference 2 2849 GSE A EDEL DEL INS m t 5TE HOME GEDCHLC Y iMisclose Adjusted Observed BM 8081 EXISIJESE
104. page 1 4 6 Load a stored Close Matrix Library command LOAD CL This option allows you to load a Stored Close Matrix Saved Close Matrixes are stored in the Variables Directory under a sub directory named SAFE CL From CLOSE Module Main Menu page 1 press the An input prompt will display prompting for the Close Matrix name HOME GEDCRLC sarek S Load Close Matrix press Menu Hames ress To move to the next page press the NXT key dice To move to the previous page pressthe 4 PREV keys EN NNI Press the menu key belowsthe menu label the name will appear on the command line Press the ENTER key The stored Matrix is copied to the XDAT variable The program returns to CLOSE Module Main Menu page 1 Registered To SAMPLE User No SAMPLE nent e Noel Causerano 2010 41 4 7 Delete a stored Close Matrix Library command TIDY CL This option allows you to delete one or all stored Close Matrixes Saved Close Matrixes are stored in the Variables Directory under a sub directory named SAFE CL From CLOSE Module Main Menu page 1 press the key An input prompt will display prompting for the Close Matrix name GEDCRLC sareti Purge Close Matrix Press menu key M ENTER or EMTER for All To move to the next page press the NXT key To move to the previous page press 4 PREV keys Press the menu key below the menu label
105. page 2 press the Closed Figure An input prompt will display prompting for the Start Coords leave blank Press the ENTER key The program will calculate and then display the traverse misclose will HALT prompting to Adjust Yes No E Bowditch Adjust the Current Close Matrix Return to CLOSE Module Main Menu page 2 The display will read Bowditch Adjusting when adjusting Note This option will modify the Current Close Matrix with the adjusted sequences The program returns to CLOSE Module Main Menu page 2 Between two fixed coordinated points An input prompt will display prompting for the Start Coords in the Start East To proceed down to the next level press the W key Type in the Start North Press the ENTER key An input prompt will display prompting for the End Coords in the End East To proceed down to the next level press the W key the End North Press the ENTER key The program will calculate and then display the traverse misclose and will HALT prompting to Adjust Yes No E Bowditch Adjustthe Current Close Matrix ELTE Return to CLOSE Module Main Menu page 2 The display will read Bowditch Adjusting when adjusting Note This option will modify the Current Close Matrix with the adjusted sequences The program returns to CLOSE Module Main Menu page 2 Registered To SAMPLE 42 USER PRG X GEOCALC Enter Star
106. rating logic as many of the HP family of calculators RPN Reverse Polish Notation The programming language of the HP48 amp HP49 is much different to the familiar HP41 programming With the discontinuation of the HP41 series and HP42 models many survey programs created for these models are now obsolete The GEOCALC program is aimed at giving surveyors the basic although essential programs needed for both Cadastral and Engineering field surveying The GEOCALC program is designed to be as user friendly as possible with the use of a menu system All programs in this manual are designed to operate with the HP infrared printers Note The HP49G HP48GII HP49G amp HP50G calculators are not able to print to the HP Infrared printers HP User s Guide Manual Refer to your calculators User s Guide Manual for more detailed explanations on the operations of your calculator 1 1 OVERVIEW The GEOCALC program consists of four main calculating modules CLOSE Cadastral orientated calculations COORD Engineering orientated calculations UTILS Two useful Cadastral survey programs Secant Truncation LEVEL Simple level book reduction program Additional Parts Main Menu SETUP Setup Module RESET Reset program USER Registered user information ABOUT Copyright information Disclaimer Module versions UNINS Uninstall program 1 11 CLOSE Module The CLOSE Module consists of data entry similar to the HP41 R S Data Entry operates from the stack
107. ress 4 lt SPC gt keys At the end of each sequence the values entered are stored to the bottom of the DAT variable using the gt STAT command The Close Matrix contains TWO columns The Brg and Dist sequence entered is converted to Departures Eastings and Latitudes Northings The Latitude value is stored to column 1 The Departure value is stored to column 2 The number of 4 dependant on the number of sequences entered 4 32 Bearing Corrections by 90 or 180 Library command REVB From Close Data Entry Menu page 1 To reverse the Bearing in level 1 of the stack by 180 press the key The result left in level 1 of the stack To subtract 90 from the Bearing in level 1 of the stack press keys The result will be left in level 1 of the stack To add 90 to the Bearing in level 1 of the stack press r REVE keys The result will be left in level 1 of the stack Registered To SAMPLE B 4 2 e is EHTRY E RG1783BRGrB BB B 21 12 B eee MEM CLOSE lt lt lt ERGs Xu DATA ENTRY Ba 3 e s 4172 BB gt gt gt MEM CLOSE lt lt lt GE x 4 a BRE I lil xS DATA ENTRY BRGEB BB B 172 Br 35 SE P4 513H ee User No SAMPLE cat a Noel Causerano 2010 4 33 Datum Correction This opt
108. ress the key The display will read Calcing when calculating This will firstly adjust the close matrix using the Bowditch method for a closed traverse This will calculate the area using the Area by double latitudes and double departure method Then will restore the original values of the close matrix The Bowditch Adjusted Area calculation willthen be displayed as follows Area Bowditch Adjusted 22447 080 The value for the Bowditch Adjusted Area calculation is copied to the stack Press the VAR key The Bowditch Adjusted Area will be displayed in level 1 of the stack Bowditch Adjusted Area Menu ETI Refer Section 5 9 Setout Distance Mode page 70 Empty Menu Empty Menu Label Empty Menu Label R turn to Close Data Entry page 2 Exit to CCOSE Module Main Menu page 1 Registered To SAMPLE 35 perce aso ASA EENI EXIT Bowditch Adjusting ASU ASA CEN Gl RNGEEEEGE AREA See BOWPITCH RDJUSTED 22447 020 CONT ERIT USER HOME GEDCALE 4 2 zi 1 tgr CONT ERIT User No SAMPLE BESTE cat a Noel Causerano 2010 4 311 Calculate Coordinates during Data Entry Library command CD This option allows you to automatically calculate coordinates of your traverse during Data Entry You can start calculating from a New Close or from the end of an existing Close Matrix From Close Dat
109. revious page press PREV keys Type in the Easting of point 3 and press the key in the Northing of point 3 and press the Hal key Type in the Easting of point 4 and press the key Type in the Northing of point 4 and press the Nu key Registered To SAMPLE User No SAMPLE cat a Noel Causerano 2010 Note To recall the previous Easting of point 3 press the keys 1 To recall the previous Northing of point press the Hal keys To recall the previous Easting of point 4 press the keys To recall the previous Northing of point 4 press the keys To use a saved coordinate press the REAL Refer Section 5 231 Read Coordinate page 55 To calculate the new Easting and Northing press the key The display will read Calcing when calculating The calculated Easting and Northing will be displayed and also copied to the stack m mm Calc Menu gt TO EMI ESI Store Point Copy 2 to E1 variable Copy N2 to N1 variable Store Point Copy 2 to E1 variable N2 to N1 variable Empty Menu Label Empty Menu Label Exit to COORD Module Main Menu page 1 Registered To SAMPLE 64 Calcing ES CES REME LIME INTERSECT ERST 1811 714 HETH 5003 170 PE PEER E EEE EEEE EEEE LETO 52 ni PRG I HOME GEOCALC ICRDSI
110. rga dle FILE 71234 pate eis c oma 12 DN File 71234 Doesn t Exist Create Kia User No SAMPLE Noel Causerano 2010 Bassa EL 5 4 Calculate Bearing and Distance Library command m between Two Fixed Coordinates This option allows you to calculate the Bearing and Distance between Two Fixed Coordinates From COORD Module Main Menu page 1 press the key The screen will display the currently stored coordinate data EAST 1 displays the contents of the E1 variable NRTH 1 displays the contents of the N1 variable EAST 2 displays the contents of the E2 variable NRTH 2 displays the contents of the N2 variable m Menu consists of two pages 1 E4 CNI lL uz S 2 m m Menu page 1 Store number in level 1 of stack to the variable E4 H1 Ez Ha Store number in level 1 of the stack to the variable N1 Store number in level 1 of the stack to the variable E2 Store number in level 4 of the stack to the variable N2 Read coordinate program Calculate Bearing and Distance m m Menu page 2 Empty Menu Label Empty Menu Label Empty Menu Label Empty Menu Label Empty Menu Label Exit to COORD Module Main Menu page 1 Registered To SAMPLE 58 WEE 4172 EAST 1 1604 1 5606 pag EAST 2 1034 962 HETH 2 5009 353 READ CALC SIRES
111. rsor modes press the 4 EDIT keys This will display the EDIT menu Press the key This switches the command line entry mode between nsert mode and Replace mode Insert mode is active when the menu key displays as 1 22 to Print this Manual The Geocalc Users Reference Manual has been created for double sided printing Use your appropriate printer settings and procedures to print this manual using the odd and even pages printing method Alternatively you can take this electronic manual on this CD to your local commercial printing outlet and have your manual professionally printed and bound Registered To SAMPLE User No SAMPLE feos senad l Noel Causerano 2010 11 2 INSTALLATION 2 1 Memory Requirements Note e Geocalc v3 2 will only operate correctly on the HP49G HP48GIl HP49G amp HP50G e Geocalc v3 1b will only operate correctly on the HP48GX or HP48G e You will need to install the correct version for the correct calculator The GEOCALC program v3 2 amp v3 1b requires approximately 64 8 KB kilobytes of free user memory RAM on a HP50G HP49G HP48GIl HP49G HP48GX HP48G Note The GEOCALC program cannot be installed on the HP48G calculator because the HP48G has only approximately 30 KB of user memory in total which cannot be further expanded The HP48GX G has approximately 128 KB of user memory in total To check the HOME current free user memory on your HP48GX G press
112. s Coord Listing LOT Plot EXIT CLOSE MODULE 22 HEAD PES 0 PTRAYPCORDPALOT EXIT User No SAMPLE nent e Noel Causerano 2010 45 4 121 Print a Heading Library command HEAD This option allows you to print a Heading to a HP 82240A or HP 82240B infrared printer From Close Print Menu press the The program will HALT and prompt to choose a print heading CHOOSE PRINT HEADING Choose Print Heading Menu consists of one page LOT LEASE SEM TRAY LOT ROAD EMT LEASE SEW Choose Print Heading Menu Print Traverse Heading LOT Print Lot Heading Print Road Severance Heading EMT Print Easement Heading Print Lease Heading m T m Print Severance Heading Press the menu key below the menu label Additional information may be required for each Heading This will be prompted after the selected key has been pressed ILI Traverse Name Number LOT Lot number on RP Plan number Road Severance Name Number Easement number Lot number RP Plan number Lease number In Lot number on RP Plan number zz RS m Severance Name Number The Heading will now be printed to the HP infrared printer The display will read Printing when printing The program returns to Close Print Menu Registered To SAMPLE User No SAMPLE BESTE cat a Noel Causerano 2010 4 122 Print Close Bearings and Distances Library command PB amp D
113. s Functions using the primary keyboard are shown as name where name is the label represented on the key faces for example 7 ENTER TAN and A are on the primary keyboard Functions using the beft shift keyboard are shown as mame activated by pressing the key HP48GX G Users Purple key HP49G HP48GIl Users Blue key HP49G Users Green key The name is the label in purple blue green and located above and to the left of their associated primary key for example 4 USER ison the Left shift keyboard GEOCALC menu functions using the Left shift keyboard are shown 4 and activated by Registered To SAMPLE User No SAMPLE toca ent Lg 4 Noel Causerano 2010 10 pressing the purple blue key followed by the corresponding menu key for example is on the GEOCALC Left shift menu keyboard Functions using the Right shift keyboard are shown as name activated by pressing the r key HP48GX G Users Green key HP49G HP48GII HP49G Users Red key The mame is the label in green red and located above to the right of their associated primary key forexample OFF is the Right shift keyboard GEOCALC menu functions using the Right shift keyboard are shown as and activated by pressing the green red key followed by the corresponding menu key for example is on the GEOCALC Right shift menu keyboard Functi
114. s Regulations 1992 Regulation 31 6 The values for the misclose calculation are copied to the stack Press the VAR key The misclose Bearing will be displayed in level 2 of the stack The misclose Distance will be displayed in level 1 of the stack Misclose Menu 4 1 Emdi ReferSection 5 9 Setout Distance Mode page 70 Empty Menu Label Empty Menu Label Empty Menu Label Return to Close Data Entry Menu page 1 Exit to CLOSE Module Main Menu page 1 Registered To SAMPLE 24 Calcina 0 BERRES MISCLOSE 119936 9535 DI ST RATIO imm 1515357 l mm 1 267 9 ILI por HOME GEOCALC 4 OST 88 9550 BRG 161 H BlBH e 119 3554 1 DIST 8 319 0 EXIT User No SAMPLE mh nw Noel Causerano 2010 4 38 Close Calculation Menu Library command CALC CL From Close Data Entry Menu page 2 press the key This will display the Close Calculation Menu Close Calculation Menu 88 EDS Angular Misclose Adjustment 2 Missing Distances and Occupation References 2 Missing Bearings DL Bearing and Distance in Different Lines Cut Area LL Tu T E ra Em L E 4 Exit to Close Data Entry Menu page 2 Registered To SAMPLE 25 CLOSE CALC 811 Angular rn t CUT Cut Area EXIT DATA ENTRY 2 2 ES ES User No SAMPLE BESTE cat a
115. s the ENTER key The display will read Calcing when calculating The Bearing and Distance in Different Lines solution 1 will then be displayed as follows 339 59 20 0 00 09 gt gt 114 067 gt gt 88 955 BRG A lt lt BRG B lt lt DST A DST B Press the key to calculate Bearing and Distance in Different Eines solution 2 The display will read Calcing when calculating The Bearing and Distance in Different Lines solution 2 will then be displayed as follows BRG A lt lt BRG B 339 59 20 139 58 31 gt gt lt lt DST A DST B 281 233 gt gt 88 955 Note Calculation metes are not the same as metes RP898734 because of the 32mm misclose in Lot 27 Bearing and Distance in Different Lines menu ELI Refer 5 9 Setout Distance Mode page 70 EmptyMenu Label Empty Menus abel Empty Menu Label Return to Close Calculation Menu Exit to CLOSE Module Main Menu page 1 Registered To SAMPLE 30 Rz USER PRG HOME GEOCALC Enter Known Beata amp DistiB in diff lines Pro 333 J924 88 355 REME Calcing EGS ES Mg SOLUTION 1 BRGGIH 539959 20 1 AL 114 67 gt BEGCB Z gt 5 2 88 5955 Calcing flee SOLUTION 2 Zi BEGCH 329 59 2n8 De eH 281 233 gt BEGCB Z 1239 58 31 gt DST
116. se in Lot 27 2 Missing Bearings Menu re Refer Section 5 9 Setout Distance Mode page 70 Empty Menu Label Empty Menu Label Empty Menu Label Return to Close Calculation Menu Exit to CLOSE Module Main Menu page 1 Registered To SAMPLE 29 Raz USER PRG HOME GEOCALC Enter Known Distz DISTS 114 658 88 955 REWE M ME 2886 SOLUTION 1 Zi BRG 257 28 423 gt DST 114 58 BEG Z 337 31 11 gt DST 88 955 Ea 2BRG SOLUTION 2 Be BRGi lt 4 par 114 8568 BRG amp 359758 15 gt DS 58 955 EI CONT EXIT m User SAMPLE BESTE cat a Noel Causerano 2010 4 385 Bearing and Distance in Different Lines Library command BDDL This option allows you to calculate 1 Missing Bearing and 1 Missing Distance in different lines from the Close Matrix when 1 Distance and 1 Bearing are known Example Enter part surround metes for Lot 27 on RP898734 Refer Appendix 1 Diagram 1 page 97 BRG1 74 51 30 DST1 35 805 BRG2 111 12 00 DST2 112 025 BRG3 179 59 30 DST3 129 970 BRG4 250 42 20 DST4 105 945 From Close Calculation Menu press the Bill key An input prompt will display prompting for 1 known Bearing and known Distances 339 59 20 for BRG A To proceed down to the next level press the W key Type in 88 955 for DIST B Pres
117. serano 2010 2 x C amp B GROUP Our Ref Admin RAL 4 June 2001 Noel Causerano PO Box 386E EARLVILLE QLD 4870 Dear Noel Re Australian Cadastral amp Engineering Software for the HP48 amp HP49 Calculator In reference to the above I wish to congratulate you on a magnificent product Your surveying program is so easy to use and being designed by a Surveyor there now exists a product which is practical to us Surveyors Once again congratulations on your surveying program Yours faithfully C amp B GROUP Innisfail 15 Ernest Street 2 59 ROBERT LAG Innisfail Qld 4860 LICENCED SURVEYOR DIRECTOR Tel 07 4061 2211 Fax 07 4061 4631 innisfail cbgroup com au www cbgroup com au Other Offices Cairns Tel 07 4031 1336 Brisbe Tel 0 Innisf Te 061 2211 Hervey Bay Tel 07 4124 0099 Mareeba Tel 07 4092 1644 Mossman Port Douglas Tel 07 4098 1148 Torres Strait amp NPA Tel 07 4090 3030 Townsville Tel 07 4724 4244 Tully Tel 07 4068 1442 C amp B Consultants Pty Ltd ABN 90 055 931 096 Surveying Registered To SAMPLE User No SAMPLE BTE Noel Causerano 2010 3 CONTENTS 1 INTRODUCTION 7 1 1 OVERVIEW 7 1 11 CLOSE Module 7 112 COORD Module 8 113 UTILS Module 8 1 14 LEVEL Module 8 115 SETUP Module 8 1 16 RESET Program 8 117 USER Program 8 1 18 ABO
118. stered To SAMPLE User No SAMPLE 94 nent eg Noel Causerano 2010 95 10 SERVICE AND SUPPORT 10 1 Hardware Support HP Calculator Support All HP Calculators are covered by a one year limited warranty against defect orkmanship The period of one 1 year is from the date of original consumer purchase The warranty will not apply to the product if it has been damaged by misuse alteration accident improper handling or operation or if unauthorized repairs are attempted or made If you require technical support please direct your enquiry to upport via telephone The calculator support toll free telephone numbers are Tel 1300 551 664 Australia Tel 0800 551 664 New Zealand Monday Friday 9am 5pm AES Software for the HP33S HP35S HP48 Seri Please direct your enquiries to Geocalc Software Contact Noel Causerano Email noel geocalc com au WEB www geocalc com au Postal Address PO Box 386 Earlville QLD 4870 Australia 10 2 Comments Faul gram the programmer Noel Causerano can be contacted at ille Cairns QLD 4870 Australia Registered To SAMPLE User No SAMPLE nent n Noel Causerano 2010 5 o Registered To SAMPLE User No SAMPLE 96 nent e Noel Causerano 2010 APPENDIX 1 DIAGRAM 1 898734 REGISTERED Pages 2 Page 1 of 2 LAND TITLE ACT i994 5100_09 MS FB 874 287 SURVEY PLAN TRAVERSES ETC RP 744874 359959 RP 898753 969
119. t Coords or ENTER if none EAST HETH ADJUST MISCLOSE BERG 119 36 53 DIST 6 032 RATIO imm 1 18387 1 1 26779 Adjust Bowditch Adjusting Kr USER PRG i GEOCALC Enter Start Coords or EHTER if none ERST 1000 NRTH S888 USER PRG GEOCALC Enter End Coords EAST 1G 63 4999 98 DJUST MISCLOSE 1 54 35 EXE T BERG 25185 DIST 6 003 RATIO imm 1 122257 imm 1 112758 Adjust Bowditch Rdjustina Kr User SAMPLE cat a Noel Causerano 2010 4 10 Coordinate the Close Matrix Library Commandy CTRAV This option allows you to Calculate Coordinates of the Current Close Matrix From CLOSE Module Main Menu page 2 press the key An input prompt will display prompting for the Start Coords Type in the Start East To proceed down to the next level press the W key Type in the Start North Press the ENTER key The display will read Generating Coords when calculating The global variable cbs is created The CDS variable is matrix which contains the calculated Coordinates of the Current Close Matrix The program then proceeds to the Coord Trav viewing screen Note Point number 0 is the starting coordinate of the traverse Coord Trav Menu HEnT PREY al View the next coordinate of the CDS matrix LIT View the previous coordinate
120. tations is returned to level 1 of the stack Note Therevare no Change Point levels shown The Adjusted Reduced Levels Matrix Column 1 Column 2 Contains the Adjusted Reduced Levels of the Stations Contains the adjustment applied to the Station e Adjustment per Set up is returned to level 2 of the stack The Number of Set ups is returned to level 3 of the stack e The Misclose Observed Difference Known Difference is returned to level 4 of the stack e The Observed Difference is returned to level 5 of the stack e The Known Difference is returned to level 6 of the stack Registered To SAMPLE 85 USER PRG THOME GEOCALC ENTER START RL START RL 58 8888 USER PRG X GEOCALC ENTER EHD RL RL 52 2338 Calcing Single Lo C2BM gt Adjus Levels USER i GEOCALC 4 Misclose Observed 3 Set llpss 0 Adjustment Set u 1 CC SH B oana 1 GEDCHLC Y Bk Known Differencex 5 Observed Differenc 4 sc Lope Observed Iu T PRG HOME Known Difference 2 293 DEL INS EESTI PRG Observed Difference 2 281 CSKIP SE EDEL ETHER ETHIC EE E PRG i Misclose Observed BM Blz SKIP SKIPS EDEL DEL 195 PRG 1 GEOCALC Hig Set
121. the difference between the original distance and a measured distance and will be displayed in line seven of the display Registered To SAMPLE 70 Eee SETOUT MODE CALC ERG F4 51 Se CALC DST 35 885 MEAS DST 32 68 lt AWAY 3 285 gt HEL EEH User No SAMPLE cat a Noel Causerano 2010 5 10 Convert CLOSE Module CDS Matrix to COORD Module Points Library command AMPT This option allows you to convert Close Module CDS Matrix to Coord Module points Refer Section 4 10 Coordinate the Close Matrix page 43 in regard to the CDS Matrix From COORD Module Main Menu page 2 press the 38 key An input prompt will display prompting to confirm File Enter in the File and press the ENTER key An input prompt will display prompting to enter the Starting Number type in a starting number and press the ENTER key The program will create points with the character B incrementing by positive 1 The program returns to COORD Module Main Menu page 2 5 11 Transfer a TXT file from a PC to the HP48 or HP49 Library command gt 48 Kermit Users This option automatically sets up your HP48 or 49 to receive a TXT file from your PC using your DOS based Kermit download software This is used to download a coordinate listing file to a HP48GX HP48G HP49G or HP48GII calculator From COORD Module Main Menu page 2 pressithe PEDA An input prompt will display prompting
122. ting to enter th Global Fix value Type in the value and press the ENTER key The value will be stored to the variable F The program returns to SETUP Module Main Menu page 2 8 9 Bearing Display FIX Library command FIX B This option sets the FIX value for all displayed Bearings to the screen From the SETUP Module Main Menu page 2 press the JE An input prompt will display prompting to enter the Bearing Fix value Type in the value and press the ENTER key The value will be stored to the variable B The program returns to SETUP Module Main Menu page 2 8 10 Distance Display FIX Library command FIX D This option sets the FIX value for all displayed Distances to the screen From the SETUP Module Main Menu page 2 press the key An input prompt will display prompting to enter the Distance Fix value Type in the value and press the ENTER key The value will be stored to the variable D The program returns to SETUP Module Main Menu page 2 Registered To SAMPLE 91 SETUP OPTIONS 881 2 uH Auto Metres LKS Auto Links Misclose Rew BRG Datum Diff SPRH Select Printer Printer On Off VOM ULES M av ERGs USER PRG THOME GEOCALC Enter Global Fix USER PRG i GEOCALC Enter Fix to BRGS 4 USER PRG i GEOCALC Enter Fix to DISTS 3 User No SAMPLE nent tla Noel Causerano 2010 92 8 11 KEYTIME Featur
123. to Bra v4 2 CEAMARA Swinaina Datum Swing HLHME 1 vr4 51 38 d Swing Line 1 to Bra BRE 4 52BH HHE HE User No SAMPLE nent tla Noel Causerano 2010 40 4 5 Save the Close Matrix Library command SAVE CL This option allows you to save the Close Matrix Any number of Close Matrixes can be saved dependant only on the amount of available memory Saved Close Matrixes are stored in the Variables Directory under a sub directory named SAFE CL From CLOSE Module Main Menu page 1 press the The User Keyboard is turned off at this time The Alpha Keyboard is activated at this time PRG An input prompt will display prompting for a name of the Close Matrix inthe Close Mene I Se SETS Matrix name Press the ENTER key press Note Names must be in the format of alpha or alphanumeric e g EOT LOT27 The name 27LOT will not be accepted If the entered name exists then the Close Matrix is saved to a temporary variable named DAT An audible tone will also beep From the input prompt you can view the names of previously stored Close matrixes Turn the alpha keyboard off press the a key once To move to the next page press the NXT key To move to the previous page press the 4 PREV keys To activate the alpha keyboard press the o key twice The program returns to CLOSE Module Main Menu
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