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MIKE VIEW - a Results Presentation Tool for MOUSE

1. Ki E t t t t t t t t t t t t t t t t t t 00 50 0 100 0 150 0 200 0 250 0 300 0 350 0 400 0 450 0 5000 550 0 6000 650 0 700 0 7500 8000 850 0 900 0 Ready 408 81 21 15 No Subjects Defined Figure 12 10 the longitudinal profile from B4 1520 to A0 0327 ee If you have selected an incorrect node deselect the last selected node by pressing the Shift key and clicking on the mouse button at the same time or simply press Backspace 12 9 2 Animating a Longitudinal Profile First resize and reposition the Longitudinal Profile window until you are satisfied with its appearance You can also zoom in zoom out and control various display options by opening the Options View from the local menu similar to the Horizontal Plan window The animation is started in exactly the same way as in the Horizontal Plan just click on the Run tool in the toolbar 12 9 3 Synchronizing Animations Should you desire the animation in two or more windows can be fully synchronized This means that the animation in each of the open Horizontal Plan and Longitudinal Profile windows will elapse synchronously and that you can follow the system dynamics from several angles simultaneously ee You can only have one Horizontal Plan window opened with each of the network files loaded But if you load more network files e g one from MOUSE and the other from MIKE 11 a synchr
2. File Exam6PRFO Item WATER LEVEL NODES Number of Decimas f H Amy f WATER LEVEL NODES _ Minimum Maximum Min Time Maxtime in 150 194 641 194 704 07 08 1994 16 35 0 07 08 1994 17 28 5 2 mas 194 432 194 707 07 08 1994 16 35 0 07 08 1994 17 28 5 a re 194 391 194 712 07 08 1994 16 35 0 07 08 1994 17 28 5 4 Jor 194 122 194 470 07 08 1994 16 35 0 07 08 1994 17 28 5 5 rs 194 072 194 283 07 08 1994 16 35 0 07 08 1994 17 28 5 6 7 193 585 194 002 07 08 1994 16 35 0 07 08 1994 17 35 0 E115 193 305 194 006 07 08 1994 16 35 0 07 08 1994 17 35 0 38 39 193 313 194 037 07 08 1994 16 35 0 07 08 1994 17 35 0 ER Jma 193 395 194 062 07 08 1994 16 35 0 07 08 1994 17 35 0 40 is 193 763 194 176 07 08 1994 16 35 0 07 08 1994 17 28 5 a iat 193 442 194 082 07 08 1994 16 35 0 07 08 1994 17 35 0 2 152 194 092 194 176 07 08 1994 16 35 0 07 08 1994 17 28 5 43 fie2 194 001 194 192 07 08 1994 16 35 0 07 08 1994 17 28 5 44 sta 193 485 194 094 07 08 1994 16 35 0 07 08 1994 17 35 0 45 7153 194 182 194 184 07 08 1994 16 35 0 07 08 1994 17 35 0 46 106 194 311 194 312 07 08 1994 16 35 0 07 08 1994 17 35 0 lis4 194 171 194 182 07 08 1994 16 35 0 07 08 1994 17 35 0 1A ina 194 352 194 5A4 N7 NAR 1994 17 35 NINZ NA 1994 17 975 Draw Graph Show Values Show Selected Show All Eind Find Next i Select All x Clear Selection x Figure 5 3 Exa
3. 5 The result file is then loaded by selecting the lt OK gt button After a short while the file is loaded and MIKE View opens two new windows of the Horizontal Plan View showing the loaded network 13 6 Horizontal Plan Options You will now have two windows opened in MIKE VIEW e Horizontal Plan window HPW e Plan Overview window POW 95 a MIKE VIEW 96 7 Horizontal Plan VIDA96 3 res11 O x meter Water Level 1 9 1990 00 00 VIDA96 3 res11 12000 0 10000 0 8000 0 10000 0 Figure 13 3 Typical Horizontal Plan Window and Plan Overview Window If your MIKE View remembers some settings from the previous session the Palette window may also be on the screen and the Horizontal Plan will be colored The HPW is the main window in MIKE View It displays the layout of the channel network If you select the HPW it becomes the active window and the Horizontal Plan toolbar appears under the main menu When you move the cursor within the HPW the co ordinates of the current position are displayed in the status bar located in the bottom left corner of MIKE View The status bar also provides useful information on the program mode help text etc 13 6 1 Horizontal Plan Window Options Plan Type MIKE View can display various static or dynamic items from the loaded or added result files in the HPW However only one item can be shown at a time on the HPW The selection of the presented item a
4. UT MIKE View Statistical Analysis E File View Plot Animation Tools Window Help 48 8 oo o BS amp e Hl ke amp gt mI BELO38 M_BELO38 cfs Model a Max negative difference 4 Volume observed 4168269 2 5 Volume modelled 4298438 6 Volume error 7 Peak observed value 02 0 4 06 08 10 1 2 14 16 18 20 22 Gauge Data cfs Scatter Plot Model vs Gauge a 0 939 b 0 0679 i Theoretical i Best Fit Line R2 0 904 Ready 1 59 1 22 No Subjects Defined Figure 11 2 The scatter plot Temporal Bias Residual is defined as the difference between the model and the data at the same point in time or expressed as model data A plot of the residual against time is shown in Figure 11 3 and is called a temporal bias plot The vertical axis is the difference between the gauge and the model and the horizontal axis is time Bias in the predictions of the model vs the data would be expressed as a trend or shift of the residual which is systematic across the time period of the analysis hence the plot is called a Temporal Bias Plot This plot indicates temporal biases for model fitted and or gauge values of level and flow rate measurements and it indicates where this temporal bias occurs if it is a regular or random occurrence This plot tends to show if there are certain time periods where errors occur If there are multiple instances of the same behaviour then it is not due to
5. b Time Series Water level CALI HD res11 meter Time Series Water level CALI HD res11 Jf Fso 3744 37 3 T 37 2 T p Zoom In 374 Zoom Qut Previous Zoom Zoom to Full Extent PEATE Advanced Zoom Synchronize TS zo Os Metafile Cancel Copy Values Copy to MIKE Print e Options Load Text File Load Database Load DFSO Save Window Layout Duration Curves Error Estimation 27 7 1989 29 7 1989 31 7 1989 2 8 1989 4 8 1989 6 3 1989 8 8 1989 10 8 1989 12 8 1969 14 8 1989 Figure 13 38 Adding an External Time Series via the Local Menu DHI 123 MIKE VIEW 124 13 18 2 Working with ETS MIKE View can load time series from ASCII files a specific format with a TXT extension A TXT file can contain only one time series The TXT format supported for loading into MIKE View YYYY MM DD HH MM SS lt value gt 1 The Load Text File and Paste are used to import gauge data from e g ASCII spreadsheets or text files Graphical comparison between simulation and gauge data is easy 2 Remember to save the ETS when you have imported several gauge time series 3 You can also save a window layout with ETS displayed and bring it up again using the Load Window Layout 4 Use the main menu entry Plot External TS Load to load an already existing ETS file to the ETS RAM buffer The ETS file load can either rewrite the existing buffer or append the data to the current content of th
6. 0 ee ceeeeeeeeeeeeeeeneeeeeeeneeeeeeneeeeeeaas 101 13 7 1 Selecting and displaying a time series from a grid point in the Horizontal Plan WindOwW 0 cccceeeeeeeeeeeeeeeeeeeeenteeeeeeneeeeeeenaeeeeeeaas 101 13 7 2 Selecting and Displaying a Water Level Time Series from a List 103 13 7 3 Adding time series to the TSW 00 eee eeeeeeeenneeeeeeeeeeeeetaeeeeeeaas 103 13 7 4 Deleting time series in the TSW 00 0 0 eee eeeeeeeeeeeeeeeeeeeeneeeeeeeeaees 104 13 69 Time Senes IMO sei siee diet eae seeded selieee A 104 13 7 6 Copy Graphics 20 0 0 cecececceece cece ee eececcaeceeeeeeeesececeaeeeeeeeeeseesenneneees 105 13 8 Viewing Water Levels In Cross Sections ceceeeeeeeeeeeteeeeeeenteeeeeeeaas 105 13 8 1 Selecting and Displaying a Time Series from a Link 105 13 9 Viewing Q H Discharge Stage Curve essesssseeeerranssrnnnseennannnnnnaennaanannna 106 13 9 1 Selecting and Displaying a Q H Discharge Stage Curve 106 13 10 Viewing Longitudinal Profiles ccc ceeeeeeeeeeeeeneeeeeeeeeeeeeenneeeeeeenaeeeeeeaas 108 13 10 1 Selecting and Displaying the Longitudinal Profile 108 13 10 2 Longitudinal Profile Options 0 ec eceeee settee eeeeeeeeeeeeneeeeeenaaees 109 13 11 Zooming In The Graphical WiINdOWS 0 cccceeeeceeeeeeetteeeeeeeeeeeeeeetaeeeeeeaas 113 13 11 1 Zooming in the Horizontal Profile Window 113 13 11 2 Zooming in the Time Series Window and the Longitudinal Profile WINDOW sices c
7. 4 E 200 08 lt 194 8 i E 199 40 200 08 194 6 f pee he ete eae foe es 17 gt W 198 72 199 40 i i i E 198 05 198 72 194 4 j i 3 i fn o E 197 37 198 05 194 2 10580500 T AR NLT E 196 69 197 37 10561000 fi F 7 4 W 196 01 196 69 194 0 i ee i o E 195 34 198 01 193 8 1056150 0 J 194 66 195 34 E 193 98 194 66 f E 19330 193 98 193 30 1056200 0 4 193 6 E oe tet 22 10 00 22 20 00 22 30 00 22 40 00 22 50 00 23 00 00 25 5 1994 1056250 0 9 1056300 0 1056350 0 4 1056400 0 1056450 0 A WATER LEVEL BRANCHES 25 8 1994 22 46 Exam6 prf Discharge 10 0326 0 5430 0 5996 MASEC tr 45117115 TIE TI 120 1056500 0 1056550 0 1056600 0 1056650 0 1056700 0 F 1056750 0 1056800 0 4 1056850 0 4 688000 0 687800 0 687600 0 687400 0 Im t 600 0 200 0 400 0 Ready 25 8 1994 22 33 14 193 65 Figure 1 4 The MIKE View main window 1 5 1 Graphical Windows and Dialogs The following types of graphical windows exist in MIKE View Horizontal Plan window opens automatically when a MOUSE MIKENET MIKE URBAN or MIKE 11 network result file is loaded Displays various types of data in differe
8. DHI MOUSE MIKE URBAN MIKE VIEW TUTORIAL Sez 12 12 1 12 2 12 3 MOUSE MIKE URBAN MIKE VIEW TUTORIAL What Will Learn This tutorial will guide you step by step through the basic features of MIKE View The result file included in this tutorial is a MOUSE result file originates from the MOUSE Short Introduction and Tutorial When working through the tutorial will help you learn to apply most of the important features of MIKE View Your understanding of MIKE View can also be enhanced with the help of the MIKE View Manual and the MIKE View online Help Since SWMM 5 result files need to be converted into MOUSE result files before being loaded into MIKE View the entire tutorial also applies to features that can be used with SWMM 5 data Before You Begin You can work through this Tutorial without any prior experience with MIKE View However before you begin the tutorial you should ensure that MIKE View is properly installed and that you can start the program ee Even though MIKE View is a user friendly presentation tool for urban drainage systems rivers and canal networks the successful use of the program requires some basic understanding of the respective hydraulic engineering areas A copy of the result file used by this tutorial is automatically installed on your computer with the MOUSE installation It is located in the MOUSE Examples directory under TUTOR1 About MOUSE Result Files MOUSE produces sever
9. Figure 3 12 Editing the palette intervals MIKE View does not check the consistency of the custom intervals during the editing process The consistency of the palette can be confirmed using the Check Intervals facility under the palette s local menu S A custom palette can be saved into a PAL file Gradually a small library of favorite palette files can be built which can be reused in any other presentation simply by loading an appropriate one ee MIKE VIEW The palette can be removed if required by switching the palette tool bar button to the OFF position The palette can be restored by switching the palette tool bar button back to the ON position 20 DHI VIEWING LONGITUDINAL PROFILES Sez 4 1 VIEWING LONGITUDINAL PROFILES Selecting a Profile Longitudinal profiles of the model network can be selected graphically by pointing and clicking on a Horizontal Plan view Click on the longitudinal profile icon on the tool bar or select the Plot Profile on the main menu while in an active Horizontal Plan window to activate the profile selection mode He The change of the program mode is indicated by a change of the cursor shape Selection of a profile is now possible when you approach a valid node to be included in the profile with the cursor If the model node is valid for inclusion in a profile the cursor shape will change into an arrow icon The profile icon on the tool bar ee Status bar in t
10. IV Error Distribution IV R2vs Lag Time Number of Output Graphs on page Gap M Use Gap days fo E h min sec Jor 00 00 y w Time Interval for Temporal bias PAT days fi h min sec foo 00 00 y R2 vs Lag Time plot days fo 4 h min sec jor 00 00 4 ie Number of lags a Load PFS Save PFS Add Presentations Calculate Close hi Tbh Number of intervals for Magnitude bias and Error Distribution plots E z Actual External TS penaa Use Threshold Secondary TS Axis name value a BASIN Link1 N1 gt Outlet 100 00 DISCHARGE Flow1 0 001 Opposit Secondary IV Use Gauge Uncertainty Continued jis Secondary Secondary External Uncertainty Uncertainty a TS Type oe f RAINFALL Raint Relative Figure 11 6 Main dialog for the result verification tool There are a number of inputs required for the main dialog Error Estimation Calculation Period The user can specify the calculation period in three ways all data to the zoom extent or user defined Select Output Graphs The user can specify the type and number of graphs for the presentation The number of the output graphs on a page can also be controlled If the user selects less graphs per page than number of the presented graph the plots can be scrolled through by pressing the page down and page up Keys once the output graphs and error estimations are calculated and present
11. Options Grid Point EAM E Line Width 3 E rc Change Font Paint Size fi Draw l Line IV Units IV Grid MV Show Position on Horizontal Plan Synchronize V Time Pointing IV Snake Line Lenath 5 E V Synchronize Animation Cancel Figure 6 2 Options view for the Q H graph S The snake will help to follow the dynamics of a presented Q H relation in case of a scattered Q H plot backwater 38 OPERATING WITH SUBJECTS E 7 1 OPERATING WITH SUBJECTS Creating subjects When working with MIKE View it may become necessary to have several windows opened simultaneously e g several longitudinal profiles and several TS windows As more and more windows are opened it becomes difficult to keep an overview of the available information The Subjects facility aims to overcome this problem by creating several subjects i e several virtual screens Switching between the different subjects virtual screens is accomplished by clicking on different tabular pages in MIKE View The subjects dialog is activated on the View menu under Subjects see Figure 7 1 Tools Window He Compute gt MIKE Print Subjects Figure 7 1 The subjects dialog is activated on the Tools menu In the subjects dialog see Figure 7 2 it is possible to e Create rename and delete subjects e _ Select Deselect windows and subjects that the windows should be assigned to O
12. RESULT VERIFICATION TOOL Sez Navigation Window This window is used for the selection of the analysis for the presentation Handling of missing or bad data Often data series have dropouts or bad or missing data These data are normally flagged by a special value or are simply missing in the time series A technique for undertaking the analysis to accommodate bad or missing data is to implement a threshold value and for values below this the analysis will not be undertaken For the time series residual scatter plot and magnitude residual plots model data pairs where the data is below the threshold are not included in the analysis For the volume checks in the tabular data model node data pairs where the data value is below the threshold are ignored If for example the data value is above the threshold and the model data is below the threshold then the volume error is included in the calculation However if the data value is below the threshold then the pair of values is ignored in the assessment regardless of whether the model is above or below the threshold An advantage of the plotting is that errors in the data can be easily identified visually as data errors often show as a set of strange looking points in the magnitude residual or in the temporal bias plots Other issues such as spatial variability of rainfall are also easier to justify when looking at the model and data comparison in a variety of ways MIKE VIEW 76
13. Circle C Bar C Yes Min Size E E Min Size 5 Max Size 50 Max Size fio a Fill Type Solid Dash T Draw Network on Front Cancel Help Figure 12 5 The graduated symbols dialog A graduated symbol appears only at the weir location Changes to the overflow discharge through time are represented by the size and the color of the circle Try Graduated Symbols to show the pump station activity Use Bar as the symbol shape 12 8 4 Flooding MOUSE computes absolute water levels However it may be of a particular interest to locate areas where flooding water level above ground level occurs in the system MIKE View can compute flooding as a new variable which you can view as any other result variable MOUSE MIKE URBAN MIKE VIEW TUTORIAL Ss In the Main menu choose lt Tools gt lt Compute gt lt Flood gt Flooding is now computed for the whole system and added on the list of the available variables in the Options View Go back to the Horizontal Plan window and select Flood in links under lt Options gt of the local menu Change the plan type to Max and click lt OK gt Figure 12 6 Setting the horizontal plan to display the extent of the maximum flood Your Horizontal Plan now displays the upper envelope of flooding that occurred during the simulated event You can also view the dynamics of the flooding by simply switching to the plot type Animation and pressing the r
14. P 9 81 45 water level in branches 81 45 water level in branches 7 8 1994 17 28 Exam6 PRF 39 40 water level in branches 7 8 1994 17 28 Exam6 PRF 0 000 i 0 000 t 30 0 1056000 0 10581000 4 i 1086200 0 4 1056300 0 10564000 4 1058500 0 4 F 1056600 0 4 1056700 0 18 1056291 64 FE Word Mike Vi EMIKE View Exam6 PRF Hunted Paint Figure 7 3 Changing between the subjects is done by pressing the different tabular pages highlighted by the circle on the above figure DHI 41 MIKE VIEW 42 DHI ANIMATION OF RESULTS Sez 8 1 8 2 DHI ANIMATION OF RESULTS Animating a Presentation Time series items can be viewed as animated presentations in Horizontal Plots and in Longitudinal Profiles Illustration of the system dynamics is created by sequentially displaying time series values within the time interval covered by the loaded data In a horizontal plot the items dynamics is represented by the palette colors or by graduated symbols In order to start a horizontal plot animation the plot type has to be set to Animate and the required item selected Animation of the Longitudinal Profile is always available i e the animation does not need to be pre set Animations are started and controlled by the tape recorder buttons on the toolbar or by the main menu option Animation Opt
15. Changing Units MOUSE and MIKE 11 computations are based on the Systeme International SI units This means that all input files including the time series from the boundary database actually store the data in SI units Similarly the result files store the results in SI units However both the model input and the result presentation user interfaces may be adapted for to accommodate many alternative systems of units The information used by MIKE View and for a unit description and for the scaling of the result data is stored in the ASCII files US UNITS US and US UNITS SI in the bin directory of the MIKE View installation To have MIKE View display e g US units the file US UNITS US 55 a MIKE VIEW 56 should simply be copied to a file named US UNITS TXT also located in the bin directory of MIKE View Alternatively if SI units are to be displayed in stead the US UNITS SI should be copied to the US UNITS TXT The units to be displayed in MIKE View are set as MIKE View is initiated i e the US UNITS US SI should be copied to the US UNITS TXT file before starting MIKE View MIKE View is delivered with two standard sets of units the SI SI UNITS UNI and the American system US UNITS UNI You can easily adapt MIKE View to show the results in your own system fully consistent with the usual practice in the country or the region of the application The unit configuration files contain the unit information relevant for the syste
16. DISCHARGE BRANCHES VELOCITY BRANCHES VOLUME Time Step Figure 2 1 Example of the Data Load Selection view for a MOUSE result file Adding a File Some types of result files from MOUSE MIKE NET and MIKE11 contain result data time series but do not contain the necessary geographical information needed for plotting the model network Such files can be added to and viewed from an already opened MIKE View presentation Adding a file to an existing MIKE View presentation does not open a new Horizontal Plan window The already opened Horizontal Plan window is reused for viewing of the added data The program provides a list of file types eligible for Add function automatically As many files as required may be loaded to the originally loaded file as long as they have been generated by the same network file For example you can also add files like PRF files which you would normally view using Open Closing a File You can close the loaded file by closing the active Horizontal Plan window When you close a file all associated windows derived from this file are automatically closed as well VIEWING DATA IN A HORIZONTAL PLAN Sez 3 1 VIEWING DATA IN A HORIZONTAL PLAN The local menu for the Horizontal Plan Clicking on the right mouse button when the Horizontal Plan is the active window activates the local menu Zoom In Zoom Out Previous Zoom Zoom to Full
17. Number of clases to calculate 3 Specification of predefined levels Predefined levels 4 Leftlevee bank 2 Rightleveebank 3 Min of left and right levee bank Computation method Interpolation Q afh b 2 C Q afh b n Selected levels in grid points and calculated discharge 60 fodagawa 5400 000 0 999821 odagawa 5600 000 0 999775 odagawa 5800 000 0 999753 odagawa 6000 000 0 999747 odagawa 6200 000 n gt Figure 10 13 Dialog for Discharge Capacity Calculation The purpose of using this feature is to have a relationship between water level and discharge calculated in all h points belonging to the branches in the longitudinal profile To calculate a Q h relationship in all h points discharge needs to be known This is done by interpolation of the discharge in the upstream and downstream Q point For the first and the last h point in each branch no interpolation is done as the discharge in the first and last Q point respectively is used Step by step The tool is applied by going through the following steps 1 Selection of the computation method The Q h relationship can be calculated using one of three methods Interpolation The data pairs with simulated values of h and Q are sorted with respect to h and the discharge at any water level can be calculated by interpolation Q a h b 2 The parameters a and b are fo
18. Plot Animation Tools Window Help BF AE TSinGrid Points TS of System Data 5 Nida Figure 13 21 Activating the Longitudinal Profile Plot Tool 2 Select the first node you want to include in the profile make sure that you have set display of node labels to ON Do this in HPW local menu Options Symbols and Fonts check the Labels box continue the selection by moving the cursor in the desired direction and clicking the left mouse key for each additional segment you want included in the profile The selection will close automatically if an end node i e a node with only one connected link is selected The selection can be toggled between multiple flow branches at a node by using the arrow cursor keys 108 DHI MIKE11 MIKE VIEW TUTORIAL noe It is usually sufficient to click on the first node of the profile and point and click on the last node you want included in the profile MIKE View will find the right path to the cursor on its own 3 End the selection by pressing the Ctrl key and clicking the left mouse button at the same time It is possible to step back or undo a selection by pressing the Shift key and clicking the left mouse button at the same time Closing the profile selection will activate the data type selection dialog box Select the Water Level option and select lt OK gt This opens the Longitudinal Profile Window LPW in a separate graphical Window Data Type Selection 3
19. The user can also specify the number of intervals for the Magnitude Bias and Error Distribution Plots and whether the gauge uncertainty will be used in the error estimations The lower part of the window shows the contents of the analysis One line is needed for each individual analysis The following values can be selected Actual Name Name of the analysis used for navigation and as the Title in presentation TS The TS name is loaded automatically and cannot be changed All computed TS that are shown in the Time Series Window are automatically included External TS User can select any external TS that are currently loaded in MIKEView Presentation Presentation set containing user specified graphical parameters Use Threshold User can select if a threshold value is used Threshold Value User defined threshold value All values below threshold value in measured TS and in computed TS are eliminated from error estimation Presentation Presentation set containing user specified graphical parameters Secondary TS Axis User can specify a secondary TS to be plotted on the time series graph using the primary axis secondary axis or opposite secondary axis Secondary TS User can specify a secondary TS located in result file Secondary External TS User can specify an external secondary TS Uncertainty Type Relative is used for discharge i e the gauge is 80 reliable and Absolute is used for levels i e the measurement is 0 25
20. i Copy Values Copy to MIKE Print 1 77874 J gt r i Options Grids i i a a Units v Legend Decimals T5 Info Tarara External TS 4 77870 4 Add TS Next TS 1 77868 Previous T5 7 Delete T5 Font TS Settings 1 77866 i v Time Pointing i i h v Synchronized 1 77864 Save Window Layout Duration Curves Error Estimation 1 77862 gia eimi ER ikea tiie as avon 12 00 00 00 00 00 12 00 00 00 00 00 12 00 00 00 00 00 12 00 00 24 9 1990 25 9 1990 26 9 1990 27 9 1990 Figure 13 11 Typical Time Series Plot Showing Local Menu Options 4 On the TSW right mouse click and explore the various options available on the pop up dialog The legend displayed to the right can be modified using the options menu You can modify the window layout display from options menu 102 DHI MIKE11 MIKE VIEW TUTORIAL Ses 13 7 2 Selecting and Displaying a Water Level Time Series from a List 1 Repeat the grid point selection process Steps 1 and 2 in Section 11 7 1 until you have again activated the Data Type Selection window 2 From the Data Type Selection dialog select the Data Type water level or discharge then select the lt List gt button A complete list of all available grid points containing the selected data type will be displayed xi File MIDASB arest1 Item Water Le
21. 14 3 DHI Open Add Load Geometry Load INP file for NET geometry 21 x Load MOUSE ITS results Look in GY L 8 J mg in essoni El Load NET Geometry al al a fl Close a Lesson8a inp Load Complete Layout Pinte Setup Print Freeview Erit Scaled Print 1 Lesson8a 2 D Projects Lesson15 3 D Projects Mouse Exam6 File name 4 D Projects MikeNet 233_6 Open Figure 150 0 140 0 130 0 120 0 110 0 100 0 90 0 80 0 70 0 60 0 50 0 40 0 30 0 Exit Files of type INF file inp 7 Cancel p A 14 3 The Load NET Geometry In order to view geometry of water distribution systems in the MIKE View Horizontal Plan add the EPANET INP file with X Y coordinates Pressure 24 7 2001 00 00 00 Lesson8a res Biso lt E 600 1050 E soo 800 E wo 500 E E L 30 0 400 200 300 10 0 200 E oo 100 lt 00 moor 0 0 20 0 40 0 60 0 80 0 100 0 120 0 140 0 160 0 180 0 200 0 oe Oe r Torry ft Figure 14 4 Typical Result File in the Horizontal Plan Viewing System Data The best way to change the result attributes of the Horizontal Plan is by modifying the various available options The Options menu can be activated by either selecting the Options Tool in the toolbar or by activating the Horizontal Plan local menu press the right mouse button while in the Horizontal Plan window 127 a MIKE VIEW 14 3 1 Th
22. Extent Metafile gt Copy to MIKE Print All to MIKE Print Options Change Palette Intervals v Synchronized Save Window Layout Load Window Layout Save Complete Layout Load profile Figure 3 1 The Local Menu for the Horizontal Plan The local menu for the Horizontal Plan includes the following sections Zooming facilities Zoom In Zoom Out Previous Zoom Zoom to Full Extent e Metafile Horizontal plan copied to clipboard or saved as an Enhanced Meta File emf e MIKE Print access Copy horizontal plan or opened selected windows to MIKE Print e Options Selecting the items to be displayed in the Horizontal Plan e Synchronization Allows synchronization with other open windows when animated e Layout facilities Window Layout saving and loading and the Complete Layout saving e Load profile Loading a longitudinal profile Ipf which enables fast drawing of a saved longitudinal profile Note This option is not available for MIKE 11 a MIKE VIEW 3 2 10 Selecting the Horizontal Plan Type MIKE View can display various static or dynamic items from the loaded or added result files in the Horizontal Plan However only one item can be shown at a time The selection of the required item and the control of the Horizontal Plan type take place in the Horizontal Plan local menu under Options Plan Type The Options View is opened by clicking on the Options but
23. Grid Points Labels and Slope ON and press OK The HPW now displays network and grid points with labels 3 Select the Plan Type tab group and select Draw Links As Slope Press OK The HPW now indicates the branch slope defined by color coding of the palette Axes 1 Open the HPW options dialog and select the Axes tab group Here you can control display of Grid Lines Axis Units and Axis values 98 DHI MIKE11 MIKE VIEW TUTORIAL Sez Plan Type Symbols and Fonts Axes Background Files Show IV Units IV Values Q hd ia Figure 13 6 Horizontal Plan Window Options Axes Selection 2 Check the Axis direction box so that you display the X Axis as negative Press OK to view this in the HPW Go back and check positive X direction 3 The remaining Tab group Background Files will be addressed in the following exercises 13 6 2 Background Images Working with the Horizontal Plan can be easier if you import a background geographical map MIKE View supports two standard graphical file formats DXF and BMP for this feature Loading DXF files is straightforward assuming full consistency between the co ordinate systems used in the model and in the DXF file If your DXF file is based on a co ordinate system different from your network model and or if it is based on other units than SI you should manually edit the MIKEVIEW INI file located in the Windows directory in ord
24. Plan Type Symbols and Fonts Background Files Axes Graduated Symbols Nodes Lines Use Graduated Symbols Use Graduated Symbols C No Square C No Circle C Bar Yes Min Size 5 7 Min Size 2 m Max Size fia m Max Size i m Fill Type f Solid C Dash IT Draw Network on Front Cancel Help Figure 14 9 The Option dialog box the Graduated Symbols 14 4 Controlling the Palette The Color Palette Window is opened from the Control Palette tool on the toolbar The Color Palette defines a color scale to be used in displaying a selected variable in the Horizontal Plan based upon the variable s value The following palette features can be controlled 132 The graphical palette appearance it can be selected among five different shapes and the favorite set as a default shape Palette fonts The number of palette intervals The maximum number is ten which results in a 12 color palette The ranges for individual intervals Equidistant or customized interval ranges may be selected The high and low boundaries of the palette range The local palette menu opens numerous possibilities to adjust the palette The upper and lower boundaries of the palette range may be also modified under the Horizontal Plan local menu Change palette Intervals In order to open the Change Palette Intervals make the Horizontal Plan window active and click on the right mouse button MIKE NET MIKE VIEW TU
25. TS opens the External Time Series dialog allowing to import and export time series data Add Delete tools i e adding TS by pointing on the horizontal plan displaying next and previous TS defined as the order the results are stored in the binary result file Redirect TS will apply the options set for the active TS window to the next TS chosen to display the animation synchronization control Save window layout Duration Curve tool Error Estimation tool Accumulated values The Zoom and Add Delete tools are also accessible via the toolbar Working with the local menu The Options facility allows you to control various items Grids toggles on off the display of grid Units toggles on off the display of units Legend toggles on off the display of legends Decimals controls the number of decimals max 10 to be copied when copying the values of the TS to the clipboard Font controls the fonts used TS Settings controls various TS settings see below figure Information VIEWING TIME SERIES Sz J Options TS Settings Axis and Fonts User marks Information Default setting Primary Y axis Color Graph type Line Me Line width m C Default setting Secondary Y axis E be EE F Draw Markers Number of markers El EE Mark all points Change for all I Point Maximum Angle F Point Minimum Angle wi gt f w oj o 5A an Number of decimals T
26. View through the lt Open gt function When loaded the files establish a map based platform for the result viewing in MIKE View From the MIKE View point of view the result files are hierarchically divided in two groups e Files including the MIKE11 network geographical information and e Files with information that can be associated to the geo graphically referenced cross sections In this tutorial we will deal specifically with a MIKE11 result file for a hydrodynamic HD model simulation 93 MIKE VIEW 13 4 Starting MIKE View Start MIKE View by choosing MIKE View in the MIKE 11 program group or if you have a shortcut on your desktop by double clicking on the icon ee If you intend to use MIKE View frequently make a shortcut and place it on the desktop 13 5 Selecting Data for the Presentation When the MIKE VIEW program is started an Open File view opens up MIKE 11 generates result file types that can be opened from the Open File view with file extension RES11 By default the complete information from a result file is selected for loading This is usually OK but some large result files may require a selective approach You can reduce the amount of data to be loaded by excluding some of the available data types or by truncating the time period to be presented choosing the appropriate FIRST and LAST time step or by specifying a load step factor larger than one The Data Load Se
27. an isolated event and is something which repeats A line of best fit is calculated and if the slope on the line is zero i e the line of best fit is parallel to the horizontal axis then there is no trend of bias in the comparison In the case where the slope is zero but the Y intercept is non zero then there is probably a baseflow missing or else there is too much baseflow DHI 65 a MIKE VIEW UT MIKE View Statistical Analysis E File View Plot Animation Tools Window Help 684 898 0 0 85 amp F Hk ke w by BELO38 M_BELO38 efs Model Gauge 2__ Max positive difference 3 Max negative difference 4 Volume observed 4168269 fi 15 Volume modelled 4298438 16 Volume error gt mil de des gee oe bind bt HA tee 05 4 f h 3 11 2001 13 11 2001 23 11 2001 3 12 2001 13 12 2001 23 12 2001 2 1 2002 12 1 2002 Model Gauge vs Time a 1 53e 007 b 0 0148 i Theoretical Best Fit Line Ready 8 1 2002 21 33 22 0 20 No Subjects Defined Figure 11 3 The temporal residual Magnitude Bias The magnitude residual plot is like the scatter graph but normalised to a horizontal axis By plotting the difference between the model and gauge on the vertical axis and the average of the model and the gauge on the horizontal axis the line of best fit becomes a horizontal line with Y Intercept zero Hence this plot shows more clearly the width of the s
28. external time series Load TXT option The Paste function imports the time series data from the Clipboard Usually you would copy the measurement data from e g spreadsheet program MIKE View expects a date and time column format consistent with the current Windows setting with the date and time written in one column e A time series loaded from a TXT file or from the Clipboard will be displayed without any scaling independently of the system of units you use Printing When you are satisfied with the appearance of a presentation window and if it is to be included into a hard copy production report the whole window can be transferred to MIKE Print and included into one of the production report pages The Copy to MIKE Print function is located under the local menu in each window i e it is instantly accessible by clicking on the right mouse button MIKE Print is opened by choosing Tools MIKE Print 47 MIKE VIEW 48 DHI TOOLS AND ACCESSORIES oe 10 TOOLS AND ACCESSORIES The menu named Tools provides access to a number of features Tools Depth Subjects Flood Options Pressure video Pipe Filling Overload gt Flow rate Accumulate Q manning Critical vs Water Level Instability Figure 10 1 The Tools menu 10 1 Computing Derived Items MIKE View can enhance your presentation by providing you with the additional types of derived output including Depth c
29. may be edited or resized This facility works for any graphical window in MIKE View Viewing Results in a Longitudinal Profile The Horizontal Plan window is the working area from which items may be selected for all the other presentation modes e g longitudinal profiles time series and Q H relations 12 9 1 Selecting a Longitudinal Profile Let s assume that we want to have a look at the longitudinal profile starting from node B4 1520 through the pumping station and then down to outlet A0 0327 Click on the Longitudinal Profile tool in the toolbar and point with the cursor in the vicinity of node B4 1520 When the cursor changes to an arrow it means that you are near a valid node and can start the selection of the longitudinal profile Click on the mouse and node B4 1520 changes into a large green circle Continue the selection by clicking at each node or in the direction along the desired path MIKE View paints your selections bold green When you arrive to the outlet MIKE View recognizes the end of the path and proposes that the selection be closed Confirm the profile selection and choose the type of variable that you would like to show in the longitudinal profile The default selection is Water Levels MOUSE MIKE URBAN MIKE VIEW TUTORIAL Sez UT MIKE View Profile Plot Tutor1 PRF 7 8 x CI Eile Yiew Plat Animation Tools Window Help A lal x WATER LEVEL BRANCHES 16 5 1953 18 26 Tutor1 PRF 0 453 0 823
30. plotted on the top of the graduated symbols Note the Graduated Symbols option is not available with MIKE 11 result files ee Graduated symbols can display the value of a selected item by simultaneously sizing the symbols and by applying the palette colors This display can be simplified if desired by removing one of the presentation variables e g either set the symbols min and max size to be equal or adjust the palette so that only one color is displayed for the entire range of the selected item Zooming A global view of a large network may not display the required level of detail of the model MIKE View allows you to focus on smaller parts of your network through the Zoom function The available Zoom functions are VIEWING DATA IN A HORIZONTAL PLAN E 3 8 DHI e Zoomin e Zoom out e Zoom to model extent e Return to previous zoom frame The MIKE View zoom facility is activated by the toolbar zoom icons or as a selection on the local menu the right mouse button The activation of the Zoom In function changes the standard cursor shape into a magnifying glass symbol Zooming can be enabled in two modes By repeatedly clicking on the left mouse button the display is enlarged in steps The location pointed to by the cursor is becomes the center of the next enlarged plot The zoom mode is terminated by pressing the lt Esc gt key Alternatively the desired zoom area can be framed by a rectangle w
31. right hand side of the TSW Try displaying two data types in the one TSW 13 7 4 Deleting time series in the TSW Delete time series to from existing TSW by selecting the local TS entry Delete TS or by selecting the button located on the tool bar This opens the Delete TS dialog prompting you to select a TS to remove from the TSW Explore the Delete time series options using the tool bars Delete Time Series xj Delete Time Series ok jl Cancel List of Time Series Info Grid point VIDAA NED 7410 00 Delete Info Grid point VIDAA NED 7846 00 Info Grid point VIDAA NED 8326 00 Delete All Info Grid point VIDAA NED 8575 00 Figure 13 13 Delete Time Series Option 13 7 5 Time Series Info 1 Make the TSW active and click the right mouse key Select the entry TS Info to open the local Info Node dialog This dialog displays detailed information about the current grid point E Time Series Water level IDA96 3 res11 E ioj x meter Time Series Water level VIDA96 3 res11 ANET NA aair a aaa AEMET AASE PEA Rte manera bead Hight VIDAA NED 7846 00 i VIDAA NED 8326 00 VIDAA NED 8575 00 a74 06 4 beseeeeee 05 Previous Zoom Go aii Zoom to Full Extent Advanced Zoom a aii Synchronize TS zoom il gt Oo aketsweesuell Metafile Copy Values Copy to MIKE Print oa lela Options bp bam External TS se ial Add TS Next TS 0 2 k a
32. select the second MIKE11 result file Load all time steps The second network results are loaded however the HPW window does not change 121 a MIKE VIEW OS MIKE View YIDA96 3 res11 File View Plot Animation Tools Window Help 5 STH Open Close Load Complete Layout Printer Setup Print Preview Print 1 C MIKEZero VIDA96 3 res11 2 VIDA96 3HOT res11 3 C DHI CULVERTS resi 1 4 C DHI cmbk Q100T resi1 Exit Figure 13 36 Adding Multiple Result Files to MIKE View 4 Make the HPW active and then select the Select grid Point button and in the Data Selection Dialog select Water level This will display the TSW for a grid point From the local menu in the TSW select the Add TS option to display the Data Type Selection Window From the Result File drop down dialog select the second result file name and pre lt OK gt This will return you to the HPW where you should again select the grid point that you are displaying A second TS from the second result file will be added to your TSW xi Result File vi DASB 3 res11 a IDAS6 3 res11 Data Type VIDASB6 3HOT tes11 DEPTH ul List Cancel Figure 13 37 Selecting the Result File to be Viewed 13 18 External time series In MIKE View you can also import and display time series from various external sources The relevant sources of for external time series ETS are e ASC
33. that since the SWMM 5 results need to be converted to MOUSE result files before they are loaded into MIKE View all features valid for MOUSE are also valid for SWMM 5 The results can be presented as e Color animations or static plots on a Horizontal Plan e Animated longitudinal profiles e Time series and duration curve graphs e Q H relations S MIKE View is undergoing continuing development We would welcome your comments and suggestions for future versions Please feel free to pass on your comments to DHI directly or via your local DHI agent Sse MIKE VIEW 1 3 1 4 Installation of MIKE View When installing MOUSE MIKE URBAN MIKE NET or MIKE 1 then MIKE View will be installed automatically with the installation of these software packages Starting the MIKE View GUI The MIKE View GUI can be activated from various locations The program is activated from Windows by double clicking on the MIKE View icon in the MOUSE MIKE NET MIKE URBAN or MIKE 11 program group ian Programs fm MIKEBYDHI gt MIKE URBAN gt Manuals y bq DHI License Updater m ArcGIS Desktop Administrator bed DHI Software Updater 2 ArcGIS Registration 2 License Administration License Setup E mouse lt MIKE URBAN Wig MIKEView Ting MIKEView Language Switcher Release Note Figure 1 1 Example of how to start MIKE View from the program group For convenience MIKE View may also be started from within MOUSE by activ
34. the desired location observe how the HPW pans 7 Use the scroll bars in the HPW to pan the zoomed frame over the network area 8 Select the option Zoom Out to return to full view 9 The option Zoom Previous returns the zoom frame to the previous zoom extent DHI MIKE11 MIKE VIEW TUTORIAL Sez 13 11 2 Zooming in the Time Series Window and the Longitudinal Profile Window 1 Make a TSW active click the right mouse button and select Zoom In Drag and drop the zoom frame 2 Click the right mouse button and select the entry Advanced Zoom here you can control minimum and maximum for the Primary and Secondary axes Min Max for axis E x Tine i 00 00 00 01 09 1990 4 x Cancel 00 00 00 01 10 1990 x m Primary Y axis Maximum FARAR Rea Minimum fi 79375422000885 Seconda Teas Mavimun jo Minimum 0 Figure 13 30 Advanced Zoom Options 3 You can return to the full view at any time by selecting Zoom Out 13 12 Animating Results in the Longitudinal Profile Window The basic result file time series items Water Level and Discharge can be viewed as animated presentations in the longitudinal profile LPW The dynamics of the model network are illustrated by displaying sequentially swapped time series values within the time interval covered by the loaded data DHI 115 13 12 1 Animating results in Time Series Window and Longitudinal Profile W
35. to the specific time series see Figure 9 1 External Time Series x Cancel Paste Load Text File Load Database Load DFSO Rename Use first Y axis X Info Figure 9 1 External Time Series Buffer Edit menu option S External Time Series Edit is accessible under the time series window local menu option External TS Any MOUSE and MIKE11 time series can be loaded into the ETS RAM buffer The loading function for MOUSE time series is found under the external time series Load Database option and is composed of two steps First the database containing the time series for loading is located in the directory structure and second the time series to be loaded are marked EXCHANGING DATA Ss 9 4 Select Boundary Time Series Ed Cancel DISCHARGE BRESCIAT WIN DISCHARGE DUMMY 2 DISCHARGE BRESCIA1 SUM DISCHARGE BRESCSUM DISCHARGE BRESCWIN Figure 9 2 Locating and selecting the MOUSE database time series for loading into the ETS buffer MIKE View can load any type of time series from a MOUSE database MIKE View can load time series from ASCII files in a specific format with a TXT extension A TXT file can contain only one time series The TXT format supported for loading into MIKE View is YYYY MM DD HH MM SS lt value gt The TXT loading function is found under the
36. user s selection of the Duration Curve option for the currently active time series plot Displays the time series and the duration curves for the time series In the right hand side of the window tables with numerical values are presented e Q H Relation window opens upon the user s selection of a specific location on the Horizontal Plan Displays Q H relations for a network branch at the selected location An arbitrary number of time series can be associated with one Horizontal Plan Apart from graphical windows MIKE View contains a number of dialogs for display configuration and for tabular data display 1 5 2 Menus The MIKE View main menu contains the following items e File files can be opened added closed presentation layout loaded the program terminated graphics from the active window printed e View elements of the MIKE View outlook can be switched ON or OFF and the appearance of the Horizontal Plan can be controlled e Plot selection of various items to be viewed e Animation control of the animated presentation e Tools activation of various accessories e Window control of the windows arrangement e Help access to MIKE View online help facility Additionally local menus can be activated for any active window by clicking with the right mouse button inside a window This is available for each of the graphical windows Horizontal Plan Longitudinal Profile Time Series and Q H The number of m
37. x Result File Data Type Water Level z List Cancel Figure 13 22 Data Type Selection for the Longitudinal Profile View 13 10 2 Longitudinal Profile Options 1 Make sure that the LPW is active then click the right mouse button to open the local menu Select the entry options The options dialog has four tabs the first Axes controls the grid layout while the second Symbols and Fonts controls the display layout Try changing the labels for the longitudinal profile DHI 109 a MIKE VIEW Property Sheet Figure 13 23 Longitudinal Profile Options Menu Axes 2 In addition to changing the Symbols and Fonts you can alter the display of the profile and gridlines labels and maximum and minimum indicators Try changing the display of the profile using the options available on the Symbols and Fonts tab Property Sheet Figure 13 24 Longitudinal Profile Options Menu Symbols and Fonts 110 DHI MIKE11 MIKE VIEW TUTORIAL noe 3 The Graphical Items tab allows you to add additional information to the existing profile The additional information consists of either static or dynamic items Select the Insert tool circled below and explore the dynamic and static options available to you Try displaying various items and observing how the LPW is updated Property Sheet E x Axes Symbols and Fonts Graphical Items Tabular Items User defined indicator
38. 0 0 1056200 0 1056250 0 1056300 0 1056350 0 1056400 0 1056450 0 1056500 0 1056550 0 1056600 0 1056650 0 1056700 0 J J J4 688200 0 688100 0 688000 0 687900 0 687800 0 687700 0 687600 0 687500 0 687400 0 687300 0 687200 0 Im DHI Water Environment Health DHI Software WATER ENVIRONMENT HEALTH Figure 10 6 Logo included on plots in MIKE View 10 3 Tools Overload The Overload functionality on the Tools menu is directed towards showing fixed level lines on various plots This can be used to e g show design levels for acceptable surcharging levels on time series and longitudinal plots The Save Channels Information saves a text file that can easily be edited When the file has been saved the contents looks like shown in Figure 10 7 P ChannelsInfo txt Notepad water water water water water water water water water water water water water water water water water water water water Figure 10 7 Channel information file saved from MIKE View DHI 53 eae MIKE VIEW When adding three new columns to the file it is possible to give information on the line number it is possible to have several lines on a plot the level at which the line occurs and the legend text for the line The columns are tab delimited In the example shown in figure Figure 10 8 two lines have been added to water level plots of the manhole named 50 P channelsInfo bct Notepad We siol
39. 001 13 12 2001 23 12 2001 2 1 2002 12 1 2002 Model Series 12 1 2002 04 30 41 1 58 0 165 No Subjects Defined Figure 11 1 The time series plot Scatter Plot The scatter graph is a traditional hydrologic analysis plot where the Vertical Axis is the magnitude of the modeled flow and the horizontal axis is the magnitude of the gauged flow At the time of each gauged data point the model result is interpolated and plotted as an X Y point on the graph If the model and data are in perfect match then the point is plotted on a 45 degree line If the model is low by comparison with the gauge then the point will be plotted below the 45 degree line The red line in the scatter plot see Figure 11 2 is the line of best fit and the coefficient of correlation r2 is calculated The r2 value is a measure of the degree of intensity of association between the data and the model A high value 1 indicates that there is a very intense association while a low value 0 indicates that there is a very low association The scatter plot visually shows if there is high or low behaviour in specific flow ranges and also the width of the scatter gives a qualitative estimate of the amount of variability at a given flow rate or level The analysis therefore lends much more than just a quantitative r2 it also allows the modeler to observe where the bias occurs in general areas of the modeled behaviour 64 DHI RESULT VERIFICATION TOOL
40. 3 3109 1990 10 00 00 29 09 1990 12 00 0 Pe 1A MIVDAA NFD A194 5N N5414 n 79 aman aan 10 NN NN Fama aan 12nn zl Clear Selection Figure 13 12 Typical List of Available Grid Points 3 The first column contains an index or the model grid points with a check box to the left hand side where you can select the required grid points for display in a TSW The remaining columns contain summary information on the minimum and maximum water levels or discharge and the time step at which these values occurred 4 Check box s for the various grid points you want to view and select the lt Draw Graph gt button to open a new TSW with the checked grid point information 13 7 3 Adding time series to the TSW 1 Ifyou wish to Add additional time series to an existing TSW you cam make your selection using the local TS entry Add TS from the pop up dialog in the TSW right mouse click A data type selection window will pop up allowing you to display any of the available data types Once you have made your data selection you should select the required gridpoint from the HPW 2 You can also add a time series from a neighboring grid point by using the TS button selection tools on the tool bar dae DHI 103 a MIKE VIEW 3 There is no limit to the number of time series that you can display in the same TSW If you display more than one data type e g water level and discharge in the TSW a secondary Y axis will become active on the
41. 6 7 2001 1 00 00 26 7 2001 0 00 00 26 7 2001 26 7 2001 0 00 00 26 0 1 cho 0 000 26 7 2001 0 00 00 26 7 2001 0 00 00 s sm r i Figure 14 16 Time Series Selection List The OK button closes the dialog and activates the graphical selection mode The change in program mode is indicated by a change of the cursor shape Graphical selection of a time series is only possible for valid nodes or links When you approach a valid node or link the cursor shape will turn into an arrow Clicking the left mouse button at the desired node opens a time series graphical window and makes it active FE Time Series Water Quality Lesson8a res Time Series Water Quality Lesson8a res 2a Quality 0 00 00 10 00 00 15 00 00 20 00 00 24 7 2001 Figure 14 17 Time Series Graphical Window DHI MIKE NET MIKE VIEW TUTORIAL Ss DHI When you select a time series for a link you will also need to specify the location of your selection along the selected link computational point Select Grid Point Figure 14 18 Selecting a location along a link Instant detailed information of calculated value associated with the selected node or link can be accessed by selecting the Info option from the View menu It is possible to move along the time series of results for an extended simulation period by clicking on the previous or next time arrow button Lesson8a res _ Property Va
42. AINFALL 7 8 94KALI Interpolation Measured data Simulated data r Calculation period All data Zoom extend User defined 07 081 994 16 35 00 08 08 1 994 11 11 00 07 0871 994 16 35 00 07 087 994 18 36 00 07 081 994 16 35 00 gt z 07 081 994 18 36 00 4 z m Results of error estimation Correlation coeficient 2 Peak error 6s Peak time error 173 463 3 Wave error type 1 0 106 Wave error type 2 4118483713 S Volume error 0 994 0 000 Figure 5 12 An example a corresponding Error estimation dialog Data selection group box Selection of simulated and measured data takes place using a combo box in which the time series currently shown in the time series view is listed Interpolation group box Some of the error estimations require that the two data sets be defined at the same dates times If this is not the case interpolation linear in one of the data sets will be activated The user selects which data set to interpolate Calculation period The user can specify the calculation period in three ways all data to the zoom extent or user defined Result of error estimation Once the Calculate button is pressed the error estimates are calculated and displayed For information on how the computation is calculated please refer to the online help for MIKE View ee 5 8 Accumulated Values The Err
43. Add to the previous TS F User defined name Name Cancel Appl Help Figure 5 5 The TS options On the TS Settings dialog it is possible to change the e g the line width markers to be displayed etc If more than one TS is displayed it is possible to add a TS to the previous TS on the graph This is done by using the Add to the previous TS tick box when the TS to be added is highlighted There are numerous ways to change the display of the graph to suit DHI 29 a MIKE VIEW TS Settings Figure 5 6 TS Settings 5 3 1 Plot Options Information For time series plots with discharges the pop up menu by right clicking and choosing Options offers a tab page named Information This enables a label on the plot with the accumulated flow within the displayed flow graph 30 DHI VIEWING TIME SERIES a Options Figure 5 7 Accumulation legend input page Notice that the accumulated volume is calculated from the part of the flow curve that is visible The resulting Accumulation legend is shown in Figure 5 8 Time Series Weir Orifice Gate Discharge Time Series Weir Orifice Gate Discharge 17 20 00 17 30 00 17 40 00 17 50 00 18 00 00 18 10 00 18 20 00 7 8 1994 DHI 31 a MIKE VIEW 5 4 5 5 5 6 32 Adding Time Series to a Graph Each time series graph can contain several time series However only two different time series types can be
44. II files in specific formats TXT e the Clipboard e special MIKE View ASCII files ETS e MOUSE MIKE11 time series database files DFS0 MIKE11 MIKE VIEW TUTORIAL Sez All loaded external time series independently of the origin are placed in the external time series ETS RAM buffer which is then used as a source for the selection of those time series to be presented in the individual MIKE View TSW The content of the ETS RAM buffer can be saved to a special ASCII file default extension ETS for later reuse 13 18 1 Copying Discharges to ETS 1 Make the TSW active Select the local menu option Copy Values The time series values are now copied to the Clipboard Open Wordpad or Notepad and paste the clipboard contents to view the copied data Make the TSW with active Select the local menu option External TS In the ETS dialog select the lt Paste gt button This opens the dialog for specifying a file name for the time series that we want to paste from the Clipboard Specify a file name and select lt OK gt see figure below Select the new item in the ETS list its highlighted and select lt OK gt The TSW now displays the results from the MIKE11 result file along with results from another external data source Select main menu entry Plot External TS Save to save the entire ETS database to an ASCII file in the current work directory In the file dialog specify the new ETS file name
45. Links on the main menu MIKE NET MIKE VIEW TUTORIAL oe TS in Nodes TS in Links TS of System Data B H Curve Longitudinal Profile External Time Series gt MOUSE LTS gt Trace Figure 14 14 The TS in Nodes and TS in Links from the Plot menu This will open the time series selection dialog The time series selection dialog allows for the specification of the result file name if several result files have been added to MIKE View and the time series type Available data types depend on the result file Data Type Selection EI Result File Lesson8a res si Data Group Node 7 Data Type Figure 14 15 Time Series Selection Dialog The List button opens the time series list window The time series list contains the time series identifiers as well as maximum and minimum values of the items with associated times when the highest and lowest values occurred This window is equipped with fast search facilities and the group selection de selection tools An individual time series is selected by activating the check box in front of the time series ID The selected time series can be presented as a data list Show values or as a graph Draw graph You can export your time series data to the Clipboard by activating the Copy Values option on the local menu in any time series graphical window a MIKE VIEW 136 Time Series List 26 7 2001 0 00 00 26 7 2001 0 00 00 2
46. MIKE VIEW a Results Presentation Tool for MOUSE MIKE URBAN MIKE NET and MIKE 11 User Guide and Tutorial BY DHI MIKE VIEW DHI PRINTING HISTORY October 2007 DHE Agern All 5 Tel 45 4516 9200 DK 2970 H rsholm Support 45 4516 9333 Denmark Fax 45 4516 9292 E mail software dhigroup com Web www dhigroup com WATER e ENVIRONMENT e HEALTH Version 2008 CONTENTS CONTENTS 1 GETTING STARTED wiccecieiscesccetscesiercsscetsecesssdsevedecstecsconesessesscsctscsnesseeceweucenes 1 11 How to read this user Quid eee eeeeee teeter eee eeeeeeeeteeeeeeeteneeeeeteeeeeeeteenaees 1 1 2 IntroduUctiOM eee 1 1 3 Installation Of MIKE VieWcccciserccicnicicicnreiiccnenniii a 2 1 4 Starting the MIKE View GUI ooo eee eeeeee ee eeenee ee eeteeeeeteneaeeetenaeeesenaeees 2 1 5 Content of the MIKE View Main Window cccccccceeeeeeeeeneeeeteeneeeeteeaeees 4 1 5 1 Graphical Windows and DialogS 0 cccccceeeeeeeeeeeeeettteeeeetnneeeeeees 4 1 5 2 MENUS ccc c cccceeeceeccecncesenceenetsteceeeedaeeesesdteceeeststeeneesdigensendieneeestieerseennas 5 Taas TOOB Sai ie a wide idee 5 154 The Status Batt ecoscore anO EEE EEEE 6 2 WORKING WITH RESULT FILES ccccceeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeneees 7 2 1 Selecting a File for the Presentation ccccecceeeeeeeeeeeneeeeseeneeeseeneeeseenaeees 7 2 2 Selecting Data for the Presentation ecccceeeeeeeeeeeeeeeeeeeneeeeee
47. OUSE MIKE URBAN MIKE NET and MIKE 11 one dimensional looped network software packages MIKE View is a true 32 bit Windows application running under Windows and Windows NT operating systems MIKE View is designed to service several different DHI Software packages As the content of result files for these different software packages varies the features of MIKE View will also vary with the type of model result file being viewed In this user guide both the generic MIKE View features used to display results from the many different model result files and the product specific MIKE View features are described The user guide follows the format of providing general information on features applicable to all model result files followed by product specific features described in relevant subsections Introduction MIKE View is a standard part of the Windows versions of MOUSE MIKE URBAN MIKE NET and MIKE 11 packages but is also available as a stand alone result presentation tool MIKE View can display results from e MOUSE Runoff HD LTS AD WQ and ST simulations e SWMM 5 Results from Runoff EXTRAN and TRANSPORT are converted to MOUSE result files and then loaded into MIKE View e MIKENET HD and WQ e MIKE 11 NAM HD AD WQ and ST simulations All these results can be displayed in combination with the time series taken from other sources external to the result file such as ASCH files MOUSE and MIKE 11 time series databases etc Please note
48. Previous TS Delete T5 yw Time Pointing v Synchronized Save Window Layout Duration Curves Error Estimation 0374 04 4 4 1 05 4 i T T Tr T T 1 9 1990 6 9 1990 11 9 1990 16 9 1990 21 9 1990 26 9 1990 1 10 1990 Figure 13 14 Time Series Info Selection from the Local Menu 104 DHI MIKE11 MIKE VIEW TUTORIAL 13 8 2 Select the lt Show Values gt button to open the dialog showing the actual time series values Info Grid Point E x Grid Point VIDAA NED 8575 00 Top Level EC Bottom Level 3530 ooo Maximum Depth aa File VIDAS6 3 res11 Type WaterLkev Minimum asi ooo Maximum oe Show Values Copy All Figure 13 15 Typical Grid Point Info 3 The local entry Copy Values has the same functionality 13 7 6 Copy Graphics 1 You can copy all graphical windows in MIKE View to the clipboard Viewing Water Levels In Cross Sections You can display the water levels as an animation on a schematic plot of the corresponding cross sections in the model corresponding water levels for the time shown in the TSW 13 8 1 Selecting and Displaying a Time Series from a Link Select the lt Copy All gt button to copy the entire time series to the clipboard You can now paste the time series into any other windows application e g EXCEL or Windows Notepad Go to the Windows Start button select programs Accessories Notepad Once i
49. TORIAL Ss Beri cep lls tine ENaren Figure 14 10 The Change Palette Intervals Change Palette Intervals Figure 14 11 The Change Palette Intervals The default palette colors can be customized as required When you want to change a color just point to it with the cursor and double click the left mouse button This will open a color editor where the desired color can be selected Similarly the upper and lower boundaries for the palette intervals can be adjusted A double click on the interval to be modified 1 e on the highlighted number in the palette window opens the Edit Intervals panel Edit Intervals Figure 14 12 Editing the palette intervals DHI 133 MIKE VIEW 14 5 14 6 134 MIKE View does not check the consistency of the custom intervals during the editing process It is advisable to perform this check under the palette local menu A custom palette can be saved into a PAL file Gradually a small library of favorite palette files can be built which can be reused in any other presentation If necessary the palette can be taken out of the way by switching it OFF using the tool bar palette button It remains at hand just click on the same button again and the palette will be restored The Longitudinal Profiles A longitudinal profile can be selected graphically by pointing and clicking on a Horizontal Plan Activate the longitudinal profiles to by clicking on the profile icon on the tool ba
50. VAL 306 307 7 05555 0 in h 3 INTERVAL 308 310 25 4000 0 in h 3 INTERVAL 311 312 304 800 0 ft 3 INTERVAL 313 313 0 02832 0 cfs 3 INTERVAL 450 453 0 55590 32 00 deg Farenheit 3 NTERVAL 600 600 4882 43 0 lb ft2 3 NTERVAL 800 800 0 09290 0 ft2 3 INTERVAL 802 802 0 09290 0 ft2 3 INTERVAL 1000 1000 1 4882 0 lb ft 3 INTERVAL 1401 1401 0 09290 0 ft2 3 INTERVAL 1402 1403 0 30480 0 ft 3 INTERVAL 1408 1408 0 09290 0 ft2 3 EndSect M11_ ITEMS EndSect TRANSFORMATION EndSect UNIT_DEFINITION Figure 10 11 US UNITS PAR file An example of units configuration The MIKEVIEW INI File At program start up MIKE View initializes information related to various program settings This information is stored in the ASCII file MIKEVIEW INI located in the Windows directory The file will be created the first time you start MIKE View The MIKEVIEW INI file is updated automatically with the latest program settings each time MIKE View is exited in a regular way This means that MIKE View remembers the last active settings and that your next MIKE View session will be started with the program settings active at the end of your previous session The parameters recorded in the MIKEVIEW INI file include various setting for each of the MIKE View window types window positions palette settings last loaded files etc 57 a MIKE VIEW 10 9 Some informat
51. Windows directory must be manually edited in order to compensate for the co ordinate offset and or for the scaling in relation to SI The section of the MIKEVIEW INI file controlling the DXF image offset and scaling is illustrated below DXF_transform Xoff 0 00 Yoff 0 00 Xmulti 1 0000 Ymulti 1 0000 129 MIKE VIEW 130 Figure 14 7 The Option dialog box the Background Files 14 3 3 The Axes The orientation of the co ordinate axes and the appearance of the Horizontal Plan grid and the axes descriptors can be controlled through the axes view box The Axes dialog can be activated under the Horizontal Plan local menu selection Options Axes MIKE NET MIKE VIEW TUTORIAL Sez Figure 14 8 The Option dialog box the Axes Graduated symbols are a graphical facility for the dynamic presentation of the node and link related results in the Horizontal Plan window This is an excellent way to show the spatial distribution and dynamics of critical pressures extremely high velocities in water net etc In the Horizontal Plan local menu selection Options Graduated Symbols the graduated symbols can be switched ON and OFF toggled through three available shapes circle square and bar the symbols minimum and maximum size controlled the type of fill selected as well as enabling a coordinate grid to be plotted on the top of the graduated symbols MIKE VIEW Options Ed
52. a File for the Presentation When the program is started an Open File dialog appears It is important to remember that only those result files which contain the geographical information of the modeled network can be opened directly by MIKE View other file types have to be added Several file types can be opened from this view PRF MOUSE HD result file binary CRF MOUSE runoff file binary RRF MIKE 11 HD result file binary RES11 MIKE 11 DSF result file binary RES MIKE NET result file binary As many different result files as the available computer hardware capacity allows may be opened by selecting File Open Selecting Data for the Presentation By default all available information saved in the result file is selected for loading You can reduce the amount of data to be loaded by excluding some of the available data types by truncating the time period to be presented choosing the appropriate FIRST and LAST time step or by increasing the Step for loading factor to an integer value larger than one The Data Load Selection view opens up automatically after you select a file to be loaded a MIKE VIEW 2 3 2 4 Data Load Selection x File Name Exam6 PRF First Time Step to Load i Cancel Last Time Step to Load ja Full Time Step for Loading noO Data Types Select All Deselect All Data Types To Load WATER LEVEL NODES DISCHARGE PUMP DISCHARGE WEIR WATER LEVEL BRANCHES
53. al types of result files which have one thing in common they all contain time series data for various variables in the modeled system The different result files types are distinguished by their file name extension Each result file type contains specific types of time series relevant to the processes simulated by the model e g runoff sewer network flow river flow pollution transport etc In MIKE View the result files are hierarchically divided in two groups e Files including the network information i e the MOUSE HD result file PRF e Files without the network geographical files e g the MOUSE Runoff result CRF and the Advection Dispersion TRF As MIKE View is a map based presentation tool files from the first group establish a platform for result viewing in MIKE View These files can be loaded into MIKE View through the lt Open gt function The files from the second group can be loaded into MIKE View with the lt Add gt function as they need to be associated with the relevant already loaded file from the first group The added file must be fully consistent with its associated MOUSE file 77 a MIKE VIEW 12 4 12 5 78 Alternatively it is also possible to save the geometry of a model from within the MOUSE software package and then re use this information in MIKE View with e g the Runoff result file CRF The model geometry is stored in 3 separate files e the node geometry file n_f e th
54. am group ee If you intend to use MIKE View frequently make a shortcut and place it on the desktop At start up MIKE View opens the File Open view This facility makes it possible to navigate through the accessible drives making it easy to find the data directory with your result file Examine the possible choices of result file types by clicking on the Files of Type field Select the PRF option i e MOUSE HD result file All PRF files available in the TUTOR directory are listed Select the TUTOR1 PRF file MOUSE MIKE URBAN MIKE VIEW TUTORIAL E open lx Look in Tutor gt ae File name R prt Files of type EMER Cancel IV Open as read only 4 Figure 12 1 Opening the MOUSE result file Some result files can be rather large making them difficult to work with even with a fast PC It is often wise to load the data from a result file selectively so that your hardware is used in a more efficient way MIKE View gives you the opportunity to load up only the data types and simulation periods immediately relevant to you or to reduce the level of time resolution of the displayed data to a more manageable level You simply switch ON or OFF certain data types redefine the time interval for loading and select the appropriate step loading factor to your requirements Data Load Selection x File Name Tutor prf First Time Step to Load fi Last Time Step to Load fan Step for Loading fi Da
55. ariable and Plot Type Under the Horizontal Plan lt Options gt lt Plan Type gt select one of the result variables You will notice that the result variables are divided into two groups variables attached to network nodes and variables attached to links If you have more than one result file loaded into MIKE View you should first select the desired result file Then select a desired variable from the list of the available variables Finally select a mode for the presentation The results may be viewed as an animation as minimum results or as maximum results Selection of Min or Max results in the lower or upper envelope for the selected variable being displayed as a static Horizontal Plan plot If you select Animation then the selected variable will be displayed dynamically as a replay of the model simulation through time We will choose the animation The only file available i e loaded in MIKE View in this exercise is the TUTOR1 PRF Choose the group of variables related to links and select Discharge Branches i e Links Check to be sure Animation is selected as the plot type When you are happy with your selections click lt OK gt MIKE View now displays the discharges in the Horizontal Plan corresponding to the start time of the simulation Note the date and time indicator in the upper part of the Horizontal Plan the Clock The tape recorder buttons in the toolbar have been activated t
56. ating the Project Start MIKE View menu option or by clicking on the MIKE View button in the toolbar Edit View D New Open Close Save Save As Editor Error Checking Summary Description Printer Setup Print Preview BrntActve Window Ik E View Start MIKE V Start MIKE Print Start SAMBA Figure 1 2 Starting MIKE View from within MOUSE GETTING STARTED Sez Once activated the program prompts the user to open a result file and select the data you want to load Choose the file you want to view and click the OK button Lookin E miket1 amp c Inflows E HOTSTART_1_FB_HIGH res11 q20 2h msd E HOTSTART_1_FB_HIGHHDAdd re Results HOTSTART_1_FBHDAdd tes11 tide bound HOTSTART_1HDAdd tes11 HOTSTART_1 1es11 HOTSTART_2test1 HOTSTART_1_FB 1es11 HOTSTART_2HDAdd tes11 a Fene Files of type MIKE 11 DFS files res11 7 Cancel MIKE 11 DFS files res11 MIKE 11 files rrf Mikel DFS files res11 MOUSE files prf MOUSE RunOft files Figure 1 3 Choosing between the different result files a MIKE VIEW 1 5 Content of the MIKE View Main Window UT MIKE View Exam6 prf ECEE File View Plot Animation Tools Window Help METER Time Series WATER LEVEL NODES Exam6 prf M WATER LEVEL BRANCHES 25 8 1994 MEES 195 0 Possess tee m mor m 7 10559000 4
57. catter at certain flow rates or levels and will signal wide errors at certain hydraulic conditions or when certain thresholds are exceeded 66 DHI RESULT VERIFICATION TOOL Sez UT MIKE View Statistical Analysis IA E File View Plot Animation Tools Window Help 5 x 80a eA Ao BS B amp F HK kw r mw I a e cfs Model Gauge 3 Max negative difference 0 fos f4 Volume observed 4168269 5 Volume modelled 4298438 16 Volume error 7 Peak observed value sa SAMARAS SAAAARAADAAARARDARARAARAADARDARAAADADADY 0 2 04 06 08 10 12 Avg Model amp Gauge cts Model Gauge vs Avg Model amp Gauge a 0 0132 b 0 0327 i Theoretical i Best Fit Line Ready 2 12 0 30 No Subjects Defined Figure 11 4 The magnitude residual plot Error Distribution The Error Distribution is used to determine if the difference between the model and the data fall outside a set accuracy of the measurement This plot does not perform any analysis but it does give an indication of where the model and data diverge on a percentage basis R2 vs Lag Time This plot is specifically designed to analyse for lags in the data or model which would otherwise provide for a good fit The analysis is also very useful for determining the travel time of dry weather flows Quantitative Analyses A number of parameters are calculated for each plot which provide furth
58. chronization respectively switches ON or OFF the synchronization switches in all opened windows Additionally any window can be included or excluded from a synchronized presentation simply by checking the Synchronize box under the Options of a local menu of an active window In this case the synchronization has to be turned ON in the window from which the animation is started eo The animated presentations of multiple networks e g sewer system and recipient can be combined in order to visualize the impact Similarly the same network can be animated in two windows displaying the system operation under different conditions Note that the time series and Q H windows can also be included in a synchronized animation In the time series window a vertical line moving along the time axis represents the passage of time as the animation progresses A snake takes the same role on a synchronized Q H plot By dragging the vertical line on a time series plot or the snake s head on a Q H plot the animation can be rapidly set to a desired time If the exact required time has not been hit at first attempt fine tuning of the time may be accomplished using the step forward and step backward buttons on the tool bar DHI EXCHANGING DATA Sez 9 1 9 2 9 3 EXCHANGING DATA Exporting Graph Data MIKE View makes use of the Windows Clipboard for exporting time series data to other applicat
59. ct lt OK gt 4 Close the HPW this closes all other windows MIKE11 MIKE VIEW TUTORIAL Sez 13 16 2 Load Complete layout 1 Select the main menu entry Tools Load Complete Layout in the file dialog select the file example cla 2 Select lt Yes gt to use the result file as primary result file 3 In the data load selection dialog select lt OK gt this opens the HPW and the relevant TSW 13 17 Opening Additional Result Files Several result files MIKE11 lt RES11 gt may be opened simultaneously in the same MIKE VIEW session Opening multiple result files in a single session allows the user to compare model results from different simulations To open two result files in a single session it is imperative that the two result files contain the same branch layout with the same grid point names It is not possible to load two different model networks at the same time 13 17 1 Opening a Second MIKE11 Result Files 1 You must first have two model simulations from the same network in your working directory If you do not have two model simulation result files then try running a separate MIKE11 simulation using a higher roughness 2 Select the main menu entry File Open in the file selection dialog select the MIKE11 result file for the first model simulation Load all time steps This opens a new HPW with a network 3 Select the main menu entry File Add in the file selection dialog
60. de for the entire set of the time series TS a zoomed in portion of the TS or a user specified time period of the TS All parameters locations of the TS names of the external TS to compare and the setup of the graphical presentations colors types of symbols fonts etc can be saved in a PFS Parameter File Standard DHI standard format for the TXT files and reused The tool can be used for any type of the TS included in the result file The tool creates up to 6 plots which graphically present different types of analyses Time Series Plot Time series plots are useful guides as to the overall shape of the model vs the data Time series plots are at best a qualitative measure of the goodness of fit but they are probably the best indication of how the model trends in comparison with the data trends Time series plots are therefore good for understanding of the process description in the model and how it can represent our concept of the processes in the prototype as represented by the data No other plot can demonstrate the time varying behaviour of the model and data and how the catchments respond a MIKE VIEW 1 Correlation coeficient R2 2__ Max positive difference 3 Max negative difference ia 4 Volume observed 4168269 fi 15 Volume modelled 4298438 16 Volume error A UNA A A nn A a A A A SA A B A a a aa aaa a aa aa t 3 11 2001 13 11 2001 23 11 2001 3 12 2
61. des 21 Sse MIKE VIEW 4 2 Working with the Local Menu Zoom In Zoom Out Previous Zoom Zoom to Full Extent Advanced Zoom Metafile gt Copy to MIKE Print Options Clear History Multi link Swap Profile v Synchronized Save Window Layout Save Profile Figure 4 1 The local menu of the longitudinal profile MOUSE The Longitudinal Profile local menu is accessed by a click on the right mouse button while in an active Longitudinal Profile window This menu contains the following e the zooming facilities including Advanced zoom with exact specification of axes ranges e buttons for exporting the Longitudinal Profile to MIKE Print the Clipboard and to the Metafile EMF e the Options that control the layout of the longitudinal profile e the Clear History facility only available for MIKE 11 which clears the plot of the profile history if this option has been selected e the Multi link facility that makes it possible to choose the how to display links if multiple links exist between two nodes used in MOUSE and MIKE URBAN e the Swap Profile that swaps the direction the profile is plotted left right e the animation synchronization control e the Save Window Layout feature e the Save Profile LPF feature not available in MIKE 11 e the Discharge Capacity facility only available for MIKE 11 which calculates channel capacity at user defin
62. e ETS RAM buffer MIKE NET MIKE VIEW TUTORIAL E 14 14 1 MIKE NET MIKE VIEW TUTORIAL This tutorial MIKE NET MIKE VIEW will guide you step by step through the basic features of MIKE View with respect to viewing the MIKE NET result files The result file we will use for the tutorial is a MIKE NET result file originating from the MIKE NET Tutorial LESSON 8A Loading Result Files MIKE NET produces result files which have the RES extension To open this data in MIKE View select Open from the File menu choose the appropriate result file and then press the Open button All data from the result file will be loaded into MIKE View Look in a Lesson8 z amp l gl c File name Lesson8a Files of type MIKE NET binary files res x Cancel IV Open as read only 4 Figure 14 1 The Open dialog box Some result files can be rather large making them difficult to work with even with a fast PC It is often wise to load the data from a result file selectively so that your hardware is used in a more efficient way MIKE View gives you the opportunity to load up only the data types and simulation periods immediately relevant to you or to reduce the level of time resolution of the displayed data to a more manageable level You simply switch ON or OFF certain data types redefine the time interval for loading and select the appropriate step loading factor to your requirements 125 MIKE VIEW 14 2 126 Data L
63. e Plan Type The attributes of Links or Nodes in the Horizontal Plan can be adjusted in the Plan Type menu Go to the Options tool on the toolbar and select the Plan Type sheet Figure 14 5 The Option dialog box the Plan Type 14 3 2 The Symbols and Fonts Go to the Options tool on the toolbar and select the Symbol and Fonts sheet Under the Symbols and Fonts group you can adjust the size of symbols and the thickness of links and select your preferred font type and size 128 DHI MIKE NET MIKE VIEW TUTORIAL E Background Files Axes Graduated Symbols Plan Type Symbols and Fonts Show Line Width i M Nodes Element Size 5 4 V Valves 1 Pumps Node Size 3 F Slope Axis Font Select M Labels M Links Labels Max Number 30 Show Properties Cancel Help Figure 14 6 The Option dialog box the Symbol and Fonts Working with the Horizontal Plan can be easier if you import a background geographical map MIKE View supports 3 standard graphical file formats DXF TIFF and BMP for this feature The background map selection is found under Options Background Files Loading DXF files is straightforward assuming full consistency between the co ordinate systems used in the model and in the DXF file If a DXF file is based on a co ordinate system different from the MIKE NET network model and or if it is based on other units than SI the MIKEVIEW INI file located in the
64. e drawing mode 12 7 1 Zooming The zoom function is available in all of the MIKE View graphical presentation windows It is activated by choosing the various zoom tools in the toolbar or by selecting lt Zoom In gt lt Zoom Out gt or lt Zoom Previous gt in the local menu Activate the local menu by clicking on the right mouse button If you choose Zoom In the cursor changes to a magnifying glass symbol Move it to the location on the plan plot that you would like to be one of the corners of the zoomed in frame Then press the left mouse button and drag the cursor across the Horizontal Plan The cursor has again changed shape The zoom frame rectangle appears and indicates the area which will be included in the zoomed Horizontal Plan window Continue dragging the cursor until you are satisfied with the area included Release the mouse button and the displayed part of the network Horizontal Plan reduces to the framed area ee Note that the zoomed frame is indicated in the Overview as a rectangle DHI MOUSE MIKE URBAN MIKE VIEW TUTORIAL Sez 12 8 DHI The scroll bars of the Horizontal Plan window make it possible to pan the zoomed frame over the network area Also you can drag the zoom frame rectangle in the Overview window over the network area to the desired position If you would like to see the whole network again use lt Zoom Out gt or lt Zoom Previous gt Viewing Results 12 8 1 Selecting Result V
65. e pipe geometry file p_f and e the coordinates file xy An example of when this approach is relevant is for example when you want to open a MOUSE Runoff result file The geometry of the model network is not automatically attached to this type of file and will be missing The geometry therefore needs to be loaded in separately via File Load Geometry on the main menu What Are We Going to View The urban drainage network related to the result file in this tutorial consists of the following elements e The urban catchment area The area is divided into 8 urban sub catchments The storm surface runoff from these areas is loaded into the sewer system during rain events 14 network nodes The network consists of 3 different node types manhole basin and outlet e A pump station The pump station in this example consist of two separate Q H snail pumps with a total capacity of up to 400 I s 13 network links conduits pipes The network includes three pipe types circular pipe egg shaped pipe and non standard pipe e A weir In this case the weir diverts some of the flow away from the treatment plant during heavy rainfall events The excessive water is discharged untreated to the receiving body due to the limited capacity of the treatment plant We are going to examine the details of the network layout throughout the tutorial exercise Loading Results Start MIKE View by choosing MIKE View in the MOUSE progr
66. ed Gap The user can specify if data gaps are removed from the output graphs and the statistical analysis The user also specifies the length of time between measured data points that is to be considered a data gap Example Measured data is 15 minute discharge data User specifies any data gap over hour is to DHI 69 a MIKE VIEW be removed from the statistical analysis so if there is a period of missing data for more than hour then the comparison of volume calculations will ignore the 1 hour period where a gap is identified Time Interval for Temporal Bias Plot The temporal bias plot is divided into a number of time periods and the values in the time window are used as a population to calculate mean and 5 and 95 confidence intervals The confidence intervals are based on the assumption that the error is normally distributed R2 vs Lag Time Plot The user specifies a time period in the menu and the number of lags to be analysed The tool then shifts the modeled time series both forward and backwards in time compared to the original position and calculates the R2 for each position The plot produced is there a plot of number of lags on the horizontal axis both negative and positive and the R2 on the vertical axis The plot can be used to determine if there are fundamental data shifts in the information or for example it can be useful in dry weather calibration to show the lag in the pipe system Plot and Analysis Characteristics
67. ed levels of the channel ee The zoom is also accessible via the toolbar The effects of various presentation options are best understood by trying on a small example use the tutorial 22 DHI VIEWING LONGITUDINAL PROFILES 4 3 The Options for the local menu Figure 4 2 The options controlling the layout of the longitudinal profile Three tabular pages exist in MOUSE MIKE URBAN e Axis The grid values axis labels and units are controlled from this page The labels can be displayed placed horizontally or vertically e Symbols and Fonts The display of node labels node labels orientation fonts and certain computed values for MOUSE e g the pressure line are controlled e Legend Controlling which legends are displayed on the screen and or on prints Additional tabular pages as available for MIKE 11 are e Graphical Items The Graphical Items tab allows you to add additional information to the existing profile The additional information consists of either static or dynamic items and can be from added result files 23 a MIKE VIEW 24 e Tabular Items The Tabular Items tab allows you to add additional tabular information to the bottom of the existing profile The additional information consists of either static or dynamic items expressed as a numerical value and can be sourced from added result files e User defined Indicators The User Defined indicators tab allows you to display ma
68. eeeeeeeeeeeeeeeeeaees 88 12 9 1 Selecting a Longitudinal Profile eects setts eeeeeeeeeeenteeeeeees 88 12 9 2 Animating a Longitudinal Profile ee ecceeeeeeeeeeeesteeeeeesteeeeeeees 89 12 9 3 Synchronizing Animations essiensa innara ninia aia 89 1410 Viowing Time Senes seisairori ieni ainoan E E E een gee aes 90 12 10 1 Adding a Result File nsseeeeeeeeeeesereeeeerreserrnsrerrnserrnsstrrssrernsnrenns 90 12 10 2 Selecting a Time Series esnassssresesrnenssrnnseennannannantennnaanannnatennaananna 90 12 10 3 Adding Items to a Time Series Graph ccceeeceeeeeeteeeeenteeeeeenaes 91 MIKE11 MIKE VIEW TUTORIAL cceeceeee eect eee eee teen eeeeeeeeeneeeeeeeeeeees 93 13 41 What Will Learn oo ec eeeeee ee eeeee ee tene ener eeneeeeeseneaeeeeseneeeesenaeeeneeaaees 93 13 2 Before YOu Beginwes nites aise ttieniiei aaah adie die odie 93 13 3 About MIKE 11 Result Files 00 0 ccc cece ee eter ee eeeeeeeteneaaeeeteeaeeeseeaaees 93 13 4 Starting MIKE VieW jicccsinciie Haase avi iin dinners 94 13 5 Selecting Data for the Presentation ec cceeeeeeeeeeeeeeeeeeeeeeeeeneeeeeeeeeaees 94 13 6 Horizontal Plan Options cccceececeeeeeeeeeee cece aa a i 95 CONTENTS 13 6 1 Horizontal Plan Window Options ccceceeeeeeeeceeceeeeeeeeeeeeeneees 96 13 6 2 Background IMaQES 0 ceceeeeeeeteee teeter ee ee teneee ee eeeeeetiieeeeetneeeere 99 13 7 Viewing Time Series in Grid Points
69. eeeeneeeeneaas 121 13 17 1 Opening a Second MIKE11 Result Files ee eeeeeeeeeeeneeees 121 13 18 Externalitime SOnes c setaniedec widen eeedneiet aed ais 122 13 18 1 Copying Discharges to ETS ecceeeeecteeeeeeeteeeeeeteneeeeeeneeeeee 123 13 18 2 Working With ETS 0 cccccceceeeceeeeceeeeeceeeesaeeeseeeeseaeeeseaeeseaeeeeaees 124 MIKE NET MIKE VIEW TUTORIAL eeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeees 125 14 1 Loading Result Pils c siecccveececgelgectcceatesteceerastdeeashyadcnervatiiea sey eedeeevayedeneetaides 125 14 2 Adding a Georeference File for Mike Net eecccceeeeseeeeeeeeereeeeeeteeeeeeeaes 126 14 3 Viewing System Data cccccccccceiseccdesseediectetseececnteeedaennedicaensidceeeteendsceeneedea 127 14 3 1 The Plan TYp wiiivch sede ie aE E 128 14 3 2 The Symbols and Font 000 0 ccceeeeeeeeeeeeeeeeeeeeeeeseeeeeeeeeeeeaeeeeeeaees 128 14 3 3 The AX S cccccceccceeeeeeeeeeeeeeeeeeeeecaaeescaeeseaeeesaeeesaeeeeeeeseeeeeseasesenees 130 14 4 Controlling the Palette ined 132 14 5 The Longitudinal Profiles 20 0 0 eee eceeeeeeeeeeeeeeenaeeeeeeaaeeeeeeaeeeeeenaeeeeeeaas 134 14 6 Time S6reS s4 wi avaa aia vin aes ern inde 134 14 7 Forward and Backward Tracking ccceeeeeeeeeeeeeneeeeeeneeeeeeaaeeeeeeneeeeeeaas 138 DHI a MIKE VIEW 1 1 1 2 DHI GETTING STARTED How to read this user guide MIKE View is a map based GUI for the presentation of results from the M
70. eeeetteeeeeeneeeeeeeaas 68 11 2 1 Main didl0g cece etter ee eiciee erties aaa 69 11 2 2 Presentation set dialog ceeceeeeeeeeeeeeeeeeeeeneeeeeeeeeeeeeeaeeeeeeeaaees 71 11 2 3 Presentation of the results 0 0 0 eeeeeneeeeeeeteeeeeteeeeeeeneeeeeee 72 12 MOUSE MIKE URBAN MIKE VIEW TUTORIAL 0 2 eee 77 12 1 What Will Learn o cece ccc ceececeeeeeceaeeeeeeeceeeeceaeeesaaeeeeaeeescaeeeseaeeseaeeeeaees 77 12 2 Before You Bein epris E peel eee 77 DHI iii a MIKE VIEW 13 12 3 About MOUSE Result Files eee eeeeeeeeeeeneeeeeeneeeeeeaeeeeeeeaeeeeeenaeeeeeeaas 77 12 4 What Are We Going to VIEW 0 0 0 eee eeceenneeeeeenneeeeeeaeeeeeeaeeeeeeeaeeeeeenaeeeeneaas 78 12 9 Loading RESUS 3 i0 643 i055 icles a A ease 78 12 6 Exploring the MIKE View Screen eessesssrrsseeernanrsnnaneennannnnnnateinnaanannaneennana 80 12 7 Miewing system Data jesse Risers oee ira E bene geese 80 12 1 ZOOMMAG niari E EEEE tient kaa 82 12 8 Viewing ResullS ecsccceniiierorin ciciau nid vibe EERE EE A 83 12 8 1 Selecting Result Variable and Plot Type 83 12 8 2 Animation of the Horizontal Plan eeeeeeeeeeeeeeeeeeereseererrernseeen 83 12 8 3 Graduated Symbol esec aaa AD 84 12 8 4 Flood escon EEE 84 12 8 5 Adjusting Min Max Range and Color Palette 2 0 86 12 8 6 Exporting the Horizontal Plan eeeeeeeeeeeeeeeeeerreseerrrrerrrsrrrersseeen 88 12 9 Viewing Results in a Longitudinal Profile ceeeeeeeee
71. ement Size 5 IV Weirs Node Si po z M Pumps Axis Font Select M Labels M Links Labels Max Number 30 Show Properties Cancel Help Figure 3 3 The Options View showing Symbols and Fonts settings In this menu you can control the dimensions of the network graphical symbols select fonts for the plan axes and labels select the label properties and switch each of the available symbol types ON OFF eS When the nodes are switched OFF it is not possible to select Longitudinal Profiles or time series in nodes graphically Switch the nodes ON temporarily if you want to make a selection this way DHI 11 Se MIKE VIEW When pressing the Show Properties button in the Labels section it is possible to add predefined labels to the horizontal plan e g in MOUSE result files the diameter for links and the invert level for nodes Labels Properties Iv Property __Resultitem File A Bottom Leve M Property _Resuititem File A Diameter l ooo d Figure 3 4 Adding predefined labels to the horizontal plan 12 DHI VIEWING DATA IN A HORIZONTAL PLAN E 3 4 Importing a Background Map Plan Type Symbols and Fonts Background Files Axes Graduated Symbols Show M DXF Files I Bitmap Files Select Bitmap OK Cancel Help Figure 3 5 The Options View showing Background Files settings Working with the Horizontal Plan can be easier i
72. enu the right mouse button DHI 113 MIKE VIEW 114 DT MIKE iew VIDA96 3 res11 File View Plo z pols window Help aaa meter Slope 9000 0 8500 0 Zoom In Zoom Out Previous Zoom Zoom to Full Extent 8000 0 7500 0 7000 0 batile Copy to MIKE Print 6500 0 All to MIKE Print Options 6000 0 Change Palette Intervals _ v Synchronized 5500 0 Save Window Layout Load Window Layout Save Complete Layout 5000 0 4500 0 4000 0 Figure 13 29 Activation of Zoom Tools 3 Select Zoom In observe how the cursor changes shape into a magnifying glass symbol 4 Position the cursor at a one of the corners of your zoomed in frame click the left mouse key The desired zoom area is framed by a rectangle with an origin corner located by the position of the center of the cursor Keep the left mouse button pushed down and drag to the diagonal corner of a rectangle over the area of the screen you want to zoom to The size and the coverage of the zoom area is determined by when you release the button and you are zoomed in 5 You can zoom in as many times as you want 6 The overview plan window can be of great assistance when zooming in It displays the extension of the zoomed frame on the overview plan as a rectangle and moreover allows you to move the zoomed frame inside the whole model area Make the overview window active select the zoomed frame and drag it to
73. enu items varies for each window type The MIKE View online help can also be activated directly by pressing the F1 button on the keyboard this will open the relevant help page where available to the active window 1 5 3 Toolbars The MIKE View toolbars are located under the main menu Each toolbar contains several tool icons all of which serve as shortcuts for important program functions The same functionality for each tool in the toolbars can also be found in the main menu The active tools on the displayed toolbars adapt as the user navigates between different windows As a result each MIKE View window has its own special toolbar optimized for the specific functions associated with the window Individual toolbars can be switched ON and OFF using the View Toolbars option a MIKE VIEW 1 5 4 The Status Bar The MIKE View status bar is located in the bottom of the MIKE View window The left side of the status bar provides information related to the program mode the expected user actions with tips for shortcut keys etc In the right section of the status bar the co ordinates of the cursor are traced and displayed Depending on the type of the active window the co ordinate system may be X Y X Time Time Value or Q H amp The status bar can be switched ON and OFF under the View menu DHI WORKING WITH RESULT FILES Sez 2 1 2 2 WORKING WITH RESULT FILES Selecting
74. er quantitative analysis to support the assessment of overall reliability of the model These are Coefficient of Determination R2 which is a measure of the goodness of fit Maximum Observed Flow over the calculation period Maximum Modelled Flow over the calculation period Difference in Peak which is the difference of the above 2 numbers Max Positive Difference the Maximum Positive difference of flows over the period Max Negative Difference Maximum Negative Difference in flows over the period Volume Observed which is the Accumulated volume under observed curve Volume Modelled which is the Accumulated volume under modeled curve DHI 67 ee MIKE VIEW e Volume Error which is the difference between the above two numbers as a percentage 11 2 Description of the functionality In order to be able to utilize the function a TS plot containing the computed variables and a corresponding time series of measured data must be loaded If several time series are to be analysed then the plot should be set up so that all the simulated time series are displayed on the same plot It is not necessary to plot both the measured and modeled time series but it is necessary to have loaded the measured time series into the external time series either by loading an ETS file or by loading External Time Series The tool is activated from the Time Series Window using the local menu command Statistical Analysis Once the tool has been activated the ma
75. er to compensate for the co ordinate offset and or for the scaling in relation to SI Background Image 1 In the HPW click the right mouse button to open the local menu select options DHI 99 MIKE VIEW Figure 13 7 Horizontal Plan View Options Background Images 2 On the Options dialog select the Background Files Tab 3 Select the button Select Bitmap this opens a Bitmap Selection Window Select the Add button to create an entry in the Bitmap list 4 Select the browse button to select the required bitmap The bmw file contains the geo references for the bitmap image file Click the lt Open gt button 5 Select the Full Visibility option and click lt OK gt to display the image in the HPW Try viewing the image with the various visibility Options 100 DHI MIKE11 MIKE VIEW TUTORIAL lt E 13 7 Bitmap Selection Ex Bitmap Fite visit a co e Add Remove Multi Insert J Reread all Figure 13 8 Bitmap Selection Window Viewing Time Series in Grid Points MIKE11 result files include variable series such as water levels flows concentrations etc as a function of time The time series graphs are displayed in graphical Time Series Windows TSW You can select a time series either graphically by pointing and clicking in the HPW or by making a selection from a list 13 7 1 Selecting and displaying a time series from a grid poi
76. es 27 5 3 Working with the local MENU ceeeeeceeeee cette iaa Aa 28 5 3 1 Plot Options Information cecccececeececeeeeeeeeeeeceeeeeeeeeeeenaeees 30 5 4 Adding Time Series to a Graph eceeeeeeeeeeeeeeee ee eeneeeeeeneeeeettneeeeeenaeeeeees 32 5 5 Getting Detailed MionmMationi c cicecieienciivisteieieaieeeeadiesetaiieeetensetenns 32 5 6 Duration Curves 0 ececeeccceeeeeenee erent eee e eines ee eeeeee sees eeseeeeetiieeeeeesnneeeees 32 2 f Erot Estimation witivicie eect niet ih ei eh ee 34 5 8 Accumulated Values 00 ee ceeeeeeeeeeeee teeter ee ee tneee eee teeeee teases teaser taeeeees 35 VIEWING Q H RELATIONS cccceeeeeeeeeeeeeeeeeneeeeeeneeeneeseeeseeeseeeeneeeeees 37 6 1 Selecting the Location AEE A NAA eevee ae 37 6 2 Working with the Local Menu ssssscimiresriierenrit icien iren ein ieni 37 OPERATING WITH SUBJECTS cccccceeeceeeeeeeeeeeeeeeeeneeeeeeeneeeeeeeneeeeseenenes 39 FAN Creating SubjeciS yona E E 39 ANIMATION OF RESULTS cic ccesccicccceccceecctecctceceecetecdenceteccsecsewedencstveveecses 43 8 1 Animating a Presentation 0 ccecceceeee eter ee eeneee ee n ANNEE ANNANN KERANKA AN NNER 43 8 2 Controlling the Animation viiic ccceeeccidencinee a A 43 8 3 Synchronizing the Animation ccceeeeceeeeeeeeee eter seen ee ee teases tneeeeeteeeeees 44 EXCHANGING DAU Aivviescses lt iieesctsstecasdestewsosevesestsonstwsceaviosuesassvescbeveswsssesteeses 45 9 1 Exportin
77. es of MIKE View With the help of the MIKE View Manual and the MIKE View Online Help you will learn how to obtain optimal results from your work with MIKE View Before You Begin You can work through this Tutorial without any prior experience with MIKE View Before you begin you should ensure that the MIKE View software is properly installed and you can start the program otherwise refer to the MIKE View User Manual for installation guidelines This session follows naturally after having developed and simulated a MIKE11 model You ve simulated a MIKE11 model now you want to have a look at the model results ee Even though MIKE View is a user friendly presentation tool for urban drainage systems rivers and canal networks the successful usage of the program requires some basic understanding of the respective hydraulic engineering areas A copy of the result file used by this tutorial is automatically installed on your computer It is located in the MikeZero Examples MIKE_11 Vida directory About MIKE 11 Result Files MIKE11 produce several different types of result files which all have one thing in common they contain time series results for various variables in the modeled system The files all have the extension RES11 Result files containing additional output parameters as selected in the MIKE11 HD11 parameter file are found in a result file with the naming convention lt prefix gt ADD RES1I1 These files can all be loaded into MIKE
78. f you import a background map image MIKE View supports 3 standard graphical file formats DXF TIFF and BMP for this feature The background map selection is found under Options Background Files Loading DXF files is straightforward assuming full consistency between the co ordinate systems used in the model and in the DXF file If a DXF file is based on a co ordinate system different from the MOUSE or MIKE NET network model and or if it is based on other units than SI the MIKEVIEW INI file located in the Windows directory must be manually edited to compensate for the co ordinate offset and or for the scaling in relation to SI The section of the MIKEVIEW INI file controlling the DXF image offset and scaling is shown below DXF transform Xoff 0 00 Yoff 0 00 Xmulti 1 0000 Ymulti 1 0000 a MIKE VIEW 3 5 14 It is possible to add several BMP and TIFF files to the background of a single Horizontal Plan window The visibility of these can be set individually to Full the entire image is drawn Name Border only the name of file and the border of the image will be shown Border solely the border of image is shown and None The images will be drawn in the sequence shown in the list of images A bitmap BMP or a TIFF file requires additional information which links the background map image with the model co ordinate system The required information is usually provided by the supplier of t
79. fined the Calculate button is pressed and the result will be shown in the lower part of the dialog Tabular presentation of results For each h point the results of the discharge calculation are shown in the following columns River name and chainage for the h point The parameters a b and n this column is not shown for the interpolation method The correlation coefficient r between the actual data and the equation given by the coefficients a b and n this column is not shown for the interpolation method For each water level case two more columns are shown with the water level and the interpolated calculated discharge The user may have to move the scroll bar to the right in order to see these columns Graphical presentation of results Once the dialog is closed the discharge cases calculated are saved as static item information The names of these items are automatically generated as Q Capacity 1 Q Capacity 2 etc Such items can be visualized on the longitudinal profile through the local pop up menu gt Option gt Graphical Items DHI 61 MIKE VIEW 62 DHI RESULT VERIFICATION TOOL Sez 11 RESULT VERIFICATION TOOL 11 1 Description of the tool The result verification toolbox is designed as a calibration aid and to provide a range of numerical values to quantify the differences between modeled and measured time series It can also be used to compare options i e between various analyses Comparisons can be ma
80. g Graph Data sevice tcveees satin siccedaneed dance a nid Ae a 45 CONTENTS 92 Exporting WindOWS i23 sesciveicenvaiederitided N ae iegeteeeden bypass 45 9 3 Including External Time SerieS esssesssrrnseerrnnrennnneennaaninnnnenennadnannnneennaanan 45 OF PONN eaa E eaydeeereieda eect ee A eee 47 10 TOOLS AND ACCESSORIES 0 seeeseeeseeeeeeeseeeeeeeeeeeseeeeeeeeeeeeees 49 10 1 Computing Derived Items iesisnsssceniiseniir iau 49 10 2 Tools Options iow ca cccececsniesednwechacdsvsateuddnneaedesaudanandavectdeevanaceadanneecdecsseunduaes 51 10 3 Tool Overload siriene E ies 53 10 4 Tools ACCUMUIAatEC ee eE EEEE AEA ETAR 54 10 5 Saving Window Layout ssrcorirociinisiiin in E E 55 10 6 Saving Complete Layout eesis isrriinnd inneoin irain Au NAANA ANENE KANNER NAERA 55 10 7 Changing UMIS sign A 55 10 8 The MIKEVIEW INI File cccccececceceeeceeeeeeceeeeeceaeeeseaeeeeeeeseeeeeseaeeseeeenaees 57 10 9 The Load Geometry feature ecceecteeeeeeteeeeeeetieeeeeetieeeeetteeeeeeeeeeeneaas 58 10210 The INfO MOTE eene E RE RTA 58 10 11 The Trace Functionality s eens dacteeice sits eaetitiisideasiehe geben 59 10 12 Discharge Capacity Module issncsrrisrrrirreern arinunniksnknnnnnin renni An NNN AKERRA 59 11 RESULT VERIFICATION TOOL 0 eseeeeeeeeeeeeeeeeeeeeeeeeeeeeeeenees 63 11 1 Description of the tolsin 63 11 2 Description of the functionality cece ee eeeeeeeeeeeeeeeeeene
81. ging into an arrow Clicking the mouse opens a view which prompts you to select the Q point along the link MOUSE MIKESWMM and to switch between the upstream or downstream options for the H point selection Upon the confirmation of your choices a Q H graph window opens and the active window for further configuration and for viewing Working with the Local Menu Zoom In Zoom Out Previous Zoom Zoom to Full Extent Metafile gt Copy Values Copy to MIKE Print Options Open TS Next TS Previous TS Time Pointing Synchronized Save Window Layout Figure 6 1 The Q H local menu 37 a MIKE VIEW The Q H local menu offers numerous options for fine tuning your Q H plot This menu contains the following the zooming facility buttons for exporting the Q H graph to MIKE Print and to the clipboard metafile various presentation options Open Time Series tool Next Previous Item tool the animation synchronization control tools for exporting time series Save Window Layout Most of these features work similarly to the Longitudinal Profile or the time series graph The Next Item and Previous Item replace the selected Q H relation with the neighboring node locations Open TS automatically opens a time series window with the Q and H time series of the selected Q H location Control of the visual appearance of the Q H graph is available under Options see Figure 6 2
82. hange of the cursor shape The selection is possible only when you approach a valid node or link and the cursor shape turns into an arrow Clicking the mouse on the required node opens a time series graphical window and makes it active ee You can zoom in and zoom out even while in a selection mode In MOUSE MIKE URBAN when you select a link you should further specify the location of your choice along the selected link computational point 25 MIKE VIEW 26 Figure 5 2 Select Grid Point x Link 4004 ig 0 00 Distance 4024 4 Cancel 1443 28 g Selecting a location along a link in MOUSE MIKE URBAN The selection of the system items can only be activated from the main menu Plot TS of System data The List button in the Data Type Selection Window opens the time series list window The time series list contains the time series identifiers as well as maximum and minimum values of the item along with the associated times that the maximum and minimum occurred in the time series This window is equipped with fast search facilities and the group selection de selection tools An individual time series is selected by selecting the check box in front of the time series ID Multiple time series can be selected for viewing The selected time series can be presented as a data list Show values or as a graph Draw graph Time Series List 7
83. he bottom of the screen informs about the current program mode and suggests the action When a valid node for the profile is selected it changes to a bold green circle or in the case of MIKE 11 the model reach turns green Each subsequent click on the mouse button selects the next valid node along the network branch Selections are painted green In case of two or more possible node options at a model junction you should help MIKE View by pointing and clicking on the node in the desired direction of the profile It is usually sufficient to click on the first node of the profile and point and click repeatedly on the last node required in the profile MIKE View will find the right path to the cursor on its own If the last selected node is not required lt Backspace gt or lt Shift gt mouse click will cancel the last selection s allowing for the redirection of the profile to the desired network branch The direction that the profile proceeds from a node can be changed by using the cursor arrow keys Pressing lt Esc gt will cancel the entire selection A mouse click in a combination with lt Ctrl gt finishes the profile selection The program then prompts you to select the type of item to be shown on the profile If the profile selection arrives at a dead end in the model network MIKE View automatically closes the selection and the Longitudinal Profile window appears and becomes active A profile can only be selected with displayed no
84. he digitized image In case that you do the map scanning on your own a trial and error method is the only way to make the image fit with your model You should provide this information in a special ASCII file filename the same as the BMP TIFF file default extension BMW TFW A BMW TFW file consists of 6 lines containing the following information e number of meters per pixel in X direction of the bitmap image e 0 should not be modified e 0 should not be modified e Number of meters per pixel along Y direction of the bitmap image The negative sign reflects the default choice of the image origin point at the left upper corner i e the image is drawn along the negative direction of the Y axis e X co ordinate of the left upper corner of the bitmap image should be consistent with your model co ordinates e Y co ordinate of the left upper corner of the bitmap image should be consistent with your model co ordinates An example of a BMW file is given in Figure 3 6 4 100000 0 0 4 100000 5234000 3245000 Figure 3 6 Example BMW file Controlling the Axes The orientation of the co ordinate axes the appearance of the Horizontal Plan grid and the axes descriptors can be controlled through the axis view box The axis view options menu can be activated under the Horizontal Plan local menu selection Options Axis VIEWING DATA IN A HORIZONTAL PLAN Sez 3 6 DHI Plan Type Symbols and Fonts Backgro
85. in dialog appears PEE MIKE View Time Series DISCHARGE BRANCHES laixi X4 Fie View Plot Animation Tools Window Help lal x DISCHARGE BRANCHES Link1 N1 gt Outlet 100 00 External TS 1 DISCHARGE Flow Zoom In Zoom Out Previous Zoom Zoom to Full Extent Advanced Zoom Synchronize TS zoom Metafile Copy Values Options TS Info yi External TS Previous TS Delete TS Redirect v Time Pointing t t y Synchronized Save Window Layout Duration Curves 27 10 1998 6 11 19 26 11 1998 6 12 1998 16 12 1998 26 12 1998 Ready 7 11 1998 21 36 46 2 99 No Subjects Defined Astart E 9 J MY sate Gicion Ginbox Cimievic Femme wi Caroba SECM DS ARIAS 1 29PM Figure 11 5 The result verification tool is activated by choosing Statistical Analysis on the local menu for time series windows 68 DHI RESULT VERIFICATION TOOL 11 2 1 Main dialog The following dialog is used for entering the parameters Statistical Analysis m Error estimation calculation period C Alldata C Zoom extent User defined fi 0 20 1998 9 00 00 4M fi 0 20 1998 9 00 00 4M fi 0 28 1998 12 00 00 AM 7 fi 4 1999 10 45 00 AM fi 4 1999 10 45 00 AM fi 2 31 1998 12 00 00 AM a x m Selected Output Graphs IV Model amp Data Time Series IV Gauge Model vs Time IV Scatter Plot Model vs Gauge IV Gauge Model vs Avg Gauge Model
86. indow MIKE VIEW 1 Your View should by now have the HPW a TSW and a LPW open 2 Make the LPW active then select the run button or Animation Run from the main menu bar Circled to the below Observe how the time indicator in the LPW changes by continuously updating the current time step The animation will continue to loop until you stop it Observe the TSW where the time passage is presented by a vertical line moving along the time axis as the animation progresses OT MIKE View 7LA96 3 res File view Plg Animation Tooli Window Help Stop Home S Horizontal P Pause Yt He Le gt De meter J 9000 0 Slope VIDA96 3 res11 Step Forward Adyanced Synchronize All Plots Clear All SIAL SE oE 8500 0 fi EKo Scha fnborg Ra N 8000 0 o A M w Figure 13 31 Animation of the Longitudinal Profile 3 Pause the animation by selecting the pause button You can step forwards and backwards through the result file by selecting the forward step and backward step buttons circled above Finally stop the animation by selecting the stop button 4 Synchronize results by selecting Animation Synchronize All Plots All windows will now display results from exactly the same time step You can remove the synchronized option for all windows Animation Clear All Synchronization at the same time or each window individually by selecting the windo
87. ion in the MIKEVIEW INI file has a static character i e is not subject to the automatic dynamic update If necessary such information can be modified to your specific needs by any ASCII editor If you change the screen resolution in consecutive MIKE View sessions you may experience some problems viewing some of your windows from a previous session e g some windows may have disappeared from the screen This typically happens when you switch between the built in low resolution screen of your portable PC and a high resolution external display If you experience problems of this type an instant solution would be to simply to delete the MIKEVIEW INI file to reset the MIKE View settings The Load Geometry feature The Load Geometry feature MOUSE only found on the main menu under File Load Geometry can be used for loading in the geometry of a result file e g enables a MOUSE Runoff result file to be displayed with the network geographical information The geometry needs to be saved from within MOUSE before the geometry can be loaded into MIKE View The geometry is stored in 3 separate files The node geometry file n_f the pipe geometry file p_f and finally the coordinates file xy These 3 files must be loaded in separately in MIKE View before the geometry becomes available 10 10 The Info Mode Ri 58 The info mode is activated by either clicking the info mode icon on the tool bar or selecting View Info o
88. ions The option Copy Values under the local menu is available both in the time series and in the Q H windows All underlying data are copied onto the Clipboard with the date and time column in the current Windows setting time date format Control Panel Regional Settings with the short date format applied The time and date column format can be customized by selecting one of the available Windows options or by typing your own format If you paste the time series data into a spreadsheet make sure that the local format settings of the current workbook are consistent with the general Windows setting Exporting Windows The exporting of the MIKE View windows to other applications utilizes the Windows Enhanced Metafile Clipboard This means that the graphs are copied onto the clipboard as fully vectored graphical files From the Clipboard a graph can be pasted into a text processor or into a compatible drawing program This opens great possibilities for efficient illustrations of model outputs in a report text Alternatively a graph can be saved in a file EMF for later use The Metafile functions are located under the local menu in each MIKE View presentation window Links with other applications are further enhanced by the possibilities to export Horizontal plans to DXF and MID MIF file formats The former format allows a direct import of MOUSE horizontal plan into CAD programs while the latter opens the possibility of imp
89. ions for starting stopping with rewind pausing and stepping forward or backward are accessible in both forward and reverse directions Design your custom palette and set Max and Min values for the range to be displayed in the horizontal plot for the best fit to your needs Controlling the Animation The speed of the animation starting and ending time step as well as the stepping rate are controlled from the animation Advanced Control dialog box This dialog can be accessed via the main menu selection Animation Advanced UpdateEvey 140 ms F E From Timestep fo Cancel To Timestep fso Default Stepping i Speed 20ms 4 _ gt 1000ms IV Continuous Animation Figure 8 1 Animation Advanced Control dialog S The maximum animation speed and the smoothness of the animation may depend on the power of your computer A fast machine allows more freedom to adjust the preferred animation speed 43 ee MIKE VIEW 8 3 44 A check in the Continuous Animation box keeps the animation running continuously Synchronizing the Animation Animations most often run in the currently active Horizontal Plan or Longitudinal Profile window Optionally animated presentations in multiple windows can be run simultaneously and fully synchronized The main switch for synchronized animation is accessed under the main menu Animation facility Selecting the Synchronize All Plots or Clear All Syn
90. ipboard Figure 3 10 The local menu of the palette The local palette menu allows numerous possibilities to adjust the palette precisely to fit the current needs and preferences The following palette appearance features can be controlled ee The graphical palette shape can be selected from five different shape options and the favorite shape set as default Palette fonts The number of palette intervals The maximum number is ten which results in a 12 color palette The ranges for individual intervals Equidistant or customized interval ranges may be selected The high and low boundaries of the palette range The upper and lower limits of the palette range may be also modified under the Horizontal Plan local menu Change palette Intervals DHI VIEWING DATA IN A HORIZONTAL PLAN Sez Select Palette Type x Paint Colors in Reverse Order Cancel Figure 3 11 The five possible shape options of the color palette The default palette colors can be customized When you want to change a color just point at the color to be changed in the palette and double click the Mouse This will open a color editor where the color can be adjusted as required Similarly the upper and lower limits of the palette can be adjusted A double click on the interval to be modified i e on the highlighted number in the palette window opens the Edit Intervals panel see Figure 3 12 Low 57 0 Cancel Add Next Remove Prev
91. isplayed i e the situation where the water levels are below the surface levels as specified in the MOUSE model You can easily avoid plotting negative flooding values by adjusting the Min and Max of the displayed range 86 DHI MOUSE MIKE URBAN MIKE VIEW TUTORIAL Sez Zoom In Zoom Out Previous Zoom Zoom to Full Extent Metafile gt Copy to MIKE Print All to MIKE Print Options Change Palette Intervals v Synchronized Save Window Layout Load Window Layout Save Complete Layout Load profile Figure 12 8 Accessing the min max range of the color palette Activate the lt Change Palette Intervals gt function in the Horizontal Plan local menu and change the Min to zero if it is not already zero as on Figure 12 4 You may also change the Max value to be a round number Confirm your settings and have a look at the plan plot Initially the whole network is gray indicating that there is no flooding When you start the simulation only those parts of the system where the flooding actually occurs will change color according to the palette x Minimum oti Maximum oso Cancel Full Range Figure 12 9 Changing the min max range of the color palette The palette may be controlled in many ways Click the right mouse button while in the palette window and examine the possibilities If you do not like the colors on the palette you may change them with the palette editor J
92. ith an origin corner located by the position of the center of the cursor The size and the coverage of the zoom area is determined by dragging over the screen with left mouse button down to the diametrically opposite corner of the desired zoom rectangle The desired zoom area is caught and displayed by releasing the left mouse button at the required location The deepest possible zoom enlarges of the model view down to a meter resolution The Zoom Out option works in the opposite manner to the Zoom In facility ee The Overview plan window can be of great assistance when zooming in It displays the extent of the zoomed frame on the overview plan and also allows moving the zoomed frame within the overall model area To move the zoom area within the overview window click on the zoomed frame inside the Overview plan and drag it to the desired location Controlling the Palette The color palette for the Horizontal Plan presentation is displayed in the Palette Window see Figure 3 9 lt 51 9 51 9 54 4 54 4 57 0 57 0 596 59 6 62 1 62 1 647 64 7 67 3 67 3 639 8 69 8 724 724 75 0 75 0 77 6 77 6 lt Figure 3 9 The palette window displaying one of the five available palette types 17 a MIKE VIEW 18 Load Palette Save Palette Equidistant Intervals Check Intervals Edit Intervals Reset Intervals Palette Type Set as Default Font Apply Copy To Cl
93. later occasion when the specified data source is already loaded into MIKE View the window can be restored by loading the corresponding WLA file ee MIKE VIEW 13 16 120 13 15 1 Save Time Series Window Layout 1 Make the TSW active 2 Select the local menu option Save Window Layout 3 In the file dialog specify the file name exampleTS W using the extension wla select lt OK gt 4 Close the TSW 13 15 2 Load Time Series Window Layout 1 Make the HPW active 2 Select the local menu option Load Window Layout 3 In the file dialog select the file exampleTSW wla select lt OK gt this automatically opens a TSW Save Load Complete Layout The local menu for the Horizontal Plot window contains the Save Complete Layout option This allows the relevant information about the current presentation layout to be saved Information such as the data source result file names external time series etc the presented item identifiers window sizes and positions and graphical layout features are saved in an ASCII file with a default extension CLA At any later occasion the entire layout HPW TSW QHW and LPW can be restored by loading the corresponding CLA file into MIKE View 13 16 1 Save Complete layout 1 Make the HPW active 2 Select the local menu option Save Complete Layout 3 In the file dialog specify the file name example using the extension cla sele
94. lection view opens up automatically after you choose the right file for loading Ch Look in a Vida 7 Mae a VIDA96 3 resi1 VIDA96 3HOT res11 File name Files of type MIKE 11 DFS files res11 Cancel V Open as read only 7 A Figure 13 1 Open File Menu 1 At start up MIKE View opens the File Open view This facility makes it possible to navigate through the accessible drives and you can easily find the data directory with your result file 94 DHI MIKE11 MIKE VIEW TUTORIAL E 2 Examine the possible choices of result file types by clicking on the Files of Type field Select the MIKE11 files RES11 option i e MIKE 11 DFS result file 3 All RES11 files available in the Tutorial directory MikeZero Examples MIKE_11 Vida are listed Select a file and select lt Open gt 4 This opens the Data Load Selection dialog In this dialog you can de select unnecessary data types or unwanted simulation periods or change the time resolution of the displayed data You simply switch ON or OFF certain data types redefine the time interval for loading and select the appropriate step for loading factor Data Load Selection E x File Name First Time Step to Load Last Time Step to Load Step for Loading Data Types To Load Water Level Discharge Figure 13 2 Data Selection View Cancel Full Time Data Types Select All Deselect All
95. lette Window PW is opened The number of classes range and color ramp is determined by MIKE VIEW but can be modified by the user Palette x 350 0 300 0 250 0 200 0 150 0 100 0 50 0 0 0 lt Sn See Figure 13 33 Palette Options lt 350 0 300 0 250 0 200 0 150 0 100 0 50 0 0 0 Load Palette Save Palette Equidistant Intervals Check Intervals Edit Intervals Reset Intervals Palette Type Set as Default Font Apply 3 Make the PW active and click the right mouse button to access the local menu Select the entry Equidistant Intervals to open the dialog use setting as indicated Next double click on each interval group to define appropriate range intervals following this double click on the color square to define appropriate color ramp for display 117 a MIKE VIEW 13 14 118 Equidistant Distribution x Number High 394 1 Low 0 0 Cancel Figure 13 34 Adjustment of Palette Intervals 4 You can control the palette in many ways and also save specific palette setting It will pay off when you can efficiently apply your new experience in future work Moreover if you create a custom palette of a more general applicability or if you want to have it at hand next time you work with MIKE View just save the palette settings into a PAL file Next time load it and your own palette will be there again for your animation Sta
96. lue Minimum A ftem Type Pipe e e ong D jameter 4200 ength inor Loss Coeffij010 pper Level ownLevel moo 8 Flow _ _ 3 377995968__ 3 37799596 3 37799644 10 4 30099868 m 21 6309053 12 6 36202621 6 36203098 Ma Average Water Q 216 000 246 Ma status Code 3 open 3S WS Roughness coeffi120 120120 WS Resctionate o p b 47 0 02214835 Figure 14 19 Example of detailed item information Link 137 Se MIKE VIEW P Time 26 7 2001 03 00 00 Show MV Minimum I Synchronize Lesson8a res E Junction 4 111 35 50 22 100 000 0 0 0 230 1892700 230 189270 230 189285 56 41101074 56 4110107 56 4110145 9 water Quality 216 0 00 216 Figure 14 20 Example of detailed item information Node 14 7 Forward and Backward Tracking After loading the results the user can perform interactive forward and backward tracking of the flow to show where water goes gt 0 5 and where water originates lt 0 5 from at a particular node To perform forward and backward flow tracking select TRACE from the Plot menu Then from the Horizontal plan click on the node where you are interested to analyze forward and backward tracking of flow MIKE VIEW will display the path s from the selected node with which the nodes supply water to and the path s taken by flow to get to the selected node from the source node s Analysis of forward and backward tracking will resul
97. lue The allowable maximum change in value can be a fraction of the first value coeff an absolute value maxdiff or both The results from the instability computation may also be written to a text file Instability Exam6 PRF WATER LEVEL NODES E 07 08 1994 16 35 00 17 07 08 1994 18 35 00 H7 Figure 10 3 The Instability dialog 50 DHI TOOLS AND ACCESSORIES Upe Ardud WATER LEVEL BRANCHES a WATER LEVEL NODES WATER LEVEL NODES DISCHARGE PUMP DISCHARGE WEIR TER LEVEL NODES Figure 10 4 The computed derived items can be presented in e g a horizontal plot 10 2 Tools Options On the main menu under Tools Options the logo tab page provides functionality to display a bitmap bmp file in the lower left corner of every window displayed in MIKE View see figure Figure 10 5 to see the input required It is typically used to display a company logo and title The Text fields are displayed right of the logo 51 a MIKE VIEW DHI Water e Environment e Health Figure 10 5 The input parameters for the logo The result is not shown before MIKE View have been closed and started up again Right clicking on any window gives the option on the pop up menu to switch on and off the logo The result of adding a logo to MIKE View can look like shown in Figure 10 6 52 DHI TOOLS AND ACCESSORIES a Horizontal Plan Exam6 PRF 1056050 0 1056100 0 105615
98. m geometry and for each of the result item types as identified by the M11 record type integer codes The unit information is actually specified for a range of item types all sharing the same unit of measure The unit information for the geometry includes the X Y and Z conversion factors relative to the standard SI unit offset adjustment the unit identifier and the number of decimals to be shown The information related to the result items includes the specification of the M11 record type range low and high boundary the conversion factor relative to the standard SI unit unit offset the unit identifier and the number of decimals TOOLS AND ACCESSORIES Sez 10 8 An example of one units parameter file US units is presented in UNIT_DEFINITION TRANSFORMATION one set of transformation parameters MODULE MIKEVIEW name of module UNITS_NAME US Units GEOMETRY XY 0 3048 0 feet 1 factor offset unit name decimals Z 0 3048 0 feet 1 EndSect GEOMETRY M11 ITEMS RecTypeLow RecTypeHigh factor offset unit name decimals INTERVAL 100 199 0 3048 0 feet 1 INTERVAL 101 102 304 8 0 feet 1 INTERVAL 106 106 304 8 0 feet 1 INTERVAL 200 249 0 02832 0 cfs 3 INTERVAL 250 252 0 02832 0 ft3 3 INTERVAL 300 301 0 30480 0 ft s 3 NTERVAL 302 302 7 05555 0 in h 3 NTERVAL 303 304 25 4000 0 in day 3 INTERVAL 305 305 25 4000 0 in h 3 INTER
99. meters Uncertainty Value User can specify the uncertainty value of the gauge 70 DHI RESULT VERIFICATION TOOL Ss Buttons in the main dialog have following functionality Load PFS Loads a saved list of the error estimation and presentation formats from a PFS text file Save PFS Saves all error estimation and presentation formats to the PFS file Add Adds all computed TS plotted in the Time Series Window to the list of analysis The first external TS and default presentation are selected Presentations Opens editor for creating editing of the output graph presentations Calculate Calculates the data for the output graphs and error estimation values for all selected TS Close Closes the dialog 11 2 2 Presentation set dialog The presentation dialog is opened by the button Presentations from the main dialog Time Series Statistical Analysis Presentation Error ge vs Avg t Model amp Distribution Gauge vs Gauge Figure 11 7 The presentation dialog User can add remove presentations using the standard MIKEView icons The parameters for the individual presentation areas can be edited after pressing the button Setup DHI 71 MIKE VIEW Presentation Setup om ji Cross E Figure 11 8 The parameters for the individual presentation areas can be edited from the setup dialog In this dialog user can select the size type and the color of the markers for the data points and colo
100. mple of the time series list window from MOUSE water level in nodes DHI VIEWING TIME SERIES Sez ee You can export your time series data to Clipboard by activating a Copy Values option on the local menu in a time series graphical window 5 2 Working with the Local Menu in the Graphical View The time series local menu is accessed by a click on the right Mouse button while in an active time series window Zoom In Zoom Out Previous Zoom Zoom to Full Extent Advanced Zoom Synchronize TS zoom Metafile gt Copy Values Copy to MIKE Print Options gt TS Info gt External T5 Add TS Next TS Previous TS Delete TS Redirect Time Pointing Synchronized Save Window Layout Duration Curves Error Estimation Accumulated Yalues Figure 5 4 Time series local menu This local menu contains the following facilities e the zooming facility the Synchronize TS zoom will make other open TS windows apply the same zoom as in the active window e buttons for exporting the time series graphics to MIKE Print to the Clipboard and to the metafile EMF It is possible to copy the values of the TS to the clipboard and then paste tem into e g Excel e the options for the graphical TS presentation DHI 27 MIKE VIEW 5 3 28 ee Item info tool displays information describing the node where the TS is displayed e g min and max values are given for the TS External
101. n Notepad select Edit Paste to paste the time series values Make the TSW active and click the right mouse key Select the entry Copy Graphics This action copies the TSW as vector graphics to the clipboard You can now paste the TSW graphics into another windows word processing application e g WORD or a similar The graphic is a true vector based picture that you can edit and e g add your own annotation The cross section windows are linked to the TSW and will show the 1 Make the HPW active and select the cross section tool from the tool bar and then move the cursor over the HPW 105 a MIKE VIEW DT MIKE View VIDA96 3 res11 File bw Plot Animation Tools Window Help anla aa ahol Sg Hi bb Figure 13 16 Selection of the Cross Section Presentation Tool 2 Notice that the cursor will change shape as you move the cursor over a valid cross section grid point Select a grid point to display the Cross Section Animation window E water level in Cross section IDA96 3 res11 d iol x VIDAA NED 6 326 1 09 1990 Figure 13 17 Typical Cross Section Plot 3 Using the methods described in the previous exercises select a TSW for the same grid point and display the corresponding water level time series 4 Use the left mouse button to select any point in time in the TSW and note how the water level in the cross section animation window updates to reflect the water level at the selected time period N
102. n combination with a rainfall time series Activate the time series window and open the local menu Then choose lt External TS gt in order to open the External Time Series View DHI 91 ee MIKE VIEW External Time Series WATER LEVEL WLOUTLET Cancel Paste Load Text File Load Database Rename RE RE Use second Y axis Info Figure 12 13 The External Time Series View Click on the lt Load Database gt button and find the TUTORI database it is actually a subdirectory under the working directory MIKE View will now display a list of the time series contained in the database Click on the rain time series and confirm your choice By this process you have actually loaded the rain time series into MIKE View Select the time series to be displayed on the time series graph by clicking with the mouse on the time series identifier Before confirming your selection with lt OK gt select Use second y axis from the list This will cause the weir discharge and the rainfall to be presented at different scales on separate y axes 92 DHI MIKE11 MIKE VIEW TUTORIAL Sez 13 13 1 13 2 13 3 MIKE11 MIKE VIEW TUTORIAL What Will Learn This tutorial will guide you step by step through the basic features of MIKE View with a focus on viewing MIKE11 simulation output When working through the tutorial you will get an overview of the operation and application of most of the important featur
103. n opening the subjects dialog for the first time all the open windows at that time will be displayed If all windows are not subsequently selected to be in a subject group then the all the initially open windows remain on the list of windows in the Subjects dialog New windows will automatically be made a part of the subject they are opened in Only one result file may be opened at the time when applying the Subjects facility 39 ee MIKE VIEW 40 Horizontal Plan Exam6 PRF Node B4 1502 WaterLevel 39 40 water level in branches 81 45 water level in branches Q H 4111 41 gt 40 43 96 Node B4 1502 Water Level Figure 7 2 Selecting a window and subject to place the window in In the Subjects dialog pressing the gt gt button moves the selected window to the selected subject group Vice versa pressing the lt lt button will deselect a window from the selected subject The windows are displayed on the windows list with their title e g if a user defined title has been made this will be displayed A window can be in several subjects A star in front of the title indicates when a window is included in one or several subjects In Figure 7 2 the window with the title Node B4 1502 Water Level is put in the subject Water level nodes OPERATING WITH SUBJECTS Ss UT MIKE View Exam6 PRF File View Plot Animation Tools Window Help FAAARA AlS SEHK amp vk gt Mm ah
104. n the main menu The info mode provides instant detailed information of calculated values related to the selected node or link in the Horizontal Plan You can also move through a time series by clicking on the preview or next time arrow button The minimum and maximum values for a given item can also be displayed TOOLS AND ACCESSORIES a 36 36 687510 3999996 1056476 5 196 1200000001 199 6299999999 Em WATER LEVEL 196 1215 196 1215 197 2122 Figure 10 12 Example of information given in info mode on a node MOUSE 10 11 The Trace Functionality When viewing MIKE NET results it is possible to perform forward and backward flow tracking Plot Trace to highlight where water flows through the model network MIKE View will display the path s from a selected node which identify the nodes water is supplied to and also the flow path s that the water supply takes to get to the selected node from the source node s Further details describing this facility are provided in the MIKE NET tutorial 10 12 Discharge Capacity Module The longitudinal profile for MIKE 11 has on the local pup up menu an item for the Discharge Capacity Module Selecting this item will open the Discharge Capacity Calculation dialog See Figure 10 13 The feature has been developed in cooperation with CTI Engineering CO Ltd Japan a MIKE VIEW Levels for Discharge Capacity Calculation x Result file od res11 v
105. nd the control of the HPW type options take place in the HPW local menu 1 Select the HPW local menu Options tool by selecting the icon on the tool bar or by pressing the right mouse button while in the HPW This opens the HPW Options dialog MIKE11 MIKE VIEW TUTORIAL Plan Type Symbols and Fonts Axes Background Files m Draw Branches As Standard Bottom Levels Top Levels C Slope C Max Depth Plot Type Animation Minimum Maximum C Water Level Grid Points File vi DA9J6 3 res11 Y MV Show Heading Cancel Help Figure 13 4 Horizontal Plan Window Options Plan Type Selection 2 Initially the Plan Type tab group is active Check the Draw Branches As modes one by one press OK in between and observe how this is displayed in the HPW Use this feature to give you a first impression of the topographical layout of the network the slopes of the links will be displayed as a palette of colors we ll work with the palette in later exercise 3 Open the drop down list in Gird Points selection to choose between available data types that can be displayed These are dynamic data types time series and can be animated Symbols and Fonts 1 Open the HPW options dialog and select the Symbols and Fonts tab group 97 MIKE VIEW Figure 13 5 Horizontal Plan Window Options Symbols and Fonts 2 Check display of Branches
106. neeeseeatees 7 2 3 Adding a File esccaine riian EALEN KARANA REAA 8 24 Glosing a File secerciercrnerorini iini ANEAN 8 3 VIEWING DATA IN A HORIZONTAL PLAN ccecceeeeeeeeeeeeeeeeeeeeeeeeeeens 9 3 1 The local menu for the Horizontal Plan eesseeesssssseernesssnneneennansnnnaseennaanannaa 9 3 2 Selecting the Horizontal Plan Type sssssssesrransssnnnseennansnnnnneennannannnnneennanaan 10 3 3 Controlling Symbols and FoOnt eccccceceeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeseenaeeeeeeaaees 11 3 4 Importing a Background Map cccecceeeeeeeeeeeeeeeeeeeeeeeeeeteeaeeeeteeaeeeeeenaees 13 3 9 Controlling the AxeS 3iec4 Gs iieestsiecereisiein achieves ind ones eds 14 3 6 Using Graduated Symbols sssrinin aia ENAERE 15 Sal LONG ea a E E T E EE 16 38 Controlling the Palette nonrensnnani AE 17 a MIKE VIEW 4 VIEWING LONGITUDINAL PROFILES cccccccccecceeeeeeeeeeeeeeeeeeeeneeeneeees 21 4 1 selecting a Profile isser aaa angers eed Algol eeu alge 21 4 2 Working with the Local M nu ccc eeeeeeeeenneeeeeenneeeeeeaeeeeeenaeeeeeeenaeeeeneaas 22 4 3 The Options for the local MENU ccccceeeeeeceeceeeeeeeeeccneaeeeeeeesetecsnenaneneess 23 VIEWING TIME SERIEG ceceseceeceeeeceeeneeeeneeeeeeeeeeseeseeeseeeeeeeeeeeeeees 25 5 1 Selecting a Time SOMOS i sicaveecesiiss sed veaneabecueaeen ides seh eveae aki a 25 5 2 Working with the Local Menu in the Graphical View esse
107. new TSW displaying the Q and H time series the current Q H Curve has been computed from 5 Move the cursor to the Q H TSW and click the right mouse key this opens the local menu Select the entry Options to open a dialog with options for customizing the Q H Curve display V Line N Units M Grid IV Show Position on Horizontal Plan I Time Pointing I7 Snake Line Length 5 IV Synchronize Animation Figure 13 19 Q H Plot Options a MIKE VIEW 6 Select the local menu entry Copy Values to copy the Q and H values from the two time series to the clipboard Open Notepad and paste the time series 13 10 Viewing Longitudinal Profiles A longitudinal profile displays the spatial and temporal variation of the Simulated Hydraulic Grade Line HGL or Discharge along user selected segments The user selects the profile path interactively directly from the HPW preter vroaso avest OOOO lox meter 804 7 604 504 404 VIDAA OVR 108 4822 VIDAA MEL 0 1250 t T T T T T T T T T T T T T T T r T oo 500 0 10000 1500 0 20000 25000 30000 35000 40000 45000 5000 0 55000 60000 65000 70000 75000 80000 8500 0 meter 4 P Figure 13 20 Typical Longitudinal Profile Plot 13 10 1 Selecting and Displaying the Longitudinal Profile 1 Select the Longitudinal Profile option from the Plot Menu or the Profile tool from the toolbar OG MIKE View VIDA96 3 res11 File view
108. nt in the Horizontal Plan Window 1 To select a time series for a specific grid point use either the grid point selection button on the tool bar or select the menu entry Plot TS in Grid Points from the menu bar DTMIKE view e Plot Animation Too T5 in Grid Points Longitudinal Profile External Time Series Cross sections Figure 13 9 Plot Times Series in Grid Points Function 2 A Data Type Selection dialog box will open from which you select the specific result file you want to view and data type that you require From the data type list select WATER LEVEL or DISCHARGE 101 a MIKE VIEW Data Type Selection xi Result File Data Type Water Level z Figure 13 10 Data Type Selection for Time Series Plot 3 Select lt OK gt to return to the HPW notice that the cursor will change shape As you move the cursor over a grid point in the HPW it will change shape to indicate it has found a valid grid point with the data type that corresponds to your selection You may select this particular grid point to display the TSW for the selected data type A Time Series Water level IDA96 3 res11 meter Time Series Water level VIDA96 3 res11 Water level 1 77888 H T T LINDSKOY 640 00 1 77886 1 77884 Zoom In Zoom Out Previous Zoom Zoom to Full Extent Advanced Zoom Synchronize TS zoom 1 77882 1 77880 1 77878 i Metafile 1 77876 4
109. nt presentation modes in a plan view of the urban drainage or river network Only one Horizontal Plan window can be associated with each of the loaded network result files The Horizontal Plan window acts as the main window if it is closed all other windows associated with the result file will be closed too A distinction is made between the MOUSE Horizontal Plan and the MIKE 11 Horizontal Plan e Plan Overview window opens automatically when a network flow result file is loaded It displays an overview of the network plan plot with the current area in the Horizontal Plan window shown as a frame e Palette window opens automatically with some presentation modes Displays the color palette for the Horizontal Plan e Longitudinal Profile window opens upon the user s selection of the Longitudinal Profile on the Horizontal Plan Displays various types of data in different presentation modes in a profile view along the selected network branches An arbitrary number of Longitudinal Profiles can be associated with one Horizontal Plan DHI GETTING STARTED Sez DHI e Time Series window opens upon the user s selection of a specific item on the Horizontal Plan Displays various types of data as time series graphs Each time series window contains one graph however multiple time series can be presented in the same window An arbitrary number of time series can be associated with one Horizontal Plan e Duration Curve window opens upon the
110. nu lt Options gt lt Plan Type gt and set the runoff as the variable to be presented Switch on the graduated symbols circle Start the animation and watch the spatial and temporal distribution of the storm runoff load 12 10 2 Selecting a Time Series Let s assume that the overflow hydrograph is of our primary interest Click the TS in Nodes tool in the toolbar and select Discharge Weir as the variable MOUSE MIKE URBAN MIKE VIEW TUTORIAL oe xi Result File Tutort PRF Data Group Node Data Type DISCHARGE WEIR Figure 12 12 Choosing the discharge of the weir as the variable Select the PRF file and point the cursor to node B4 1480 where the overflow weir is located At this location the cursor changes to an arrow indicating that the weir data are available After clicking with the mouse MIKE View opens a window with a graph showing the weir flow You can control the appearance of this window in many ways with the local menu in a similar manner as you would with the longitudinal profile window e Try and select a runoff time series at node B4 1520 12 10 3 Adding Items to a Time Series Graph You can complement any time series graph with as many other time series as you wish These may come from the same result file from a second loaded result file from a MOUSE MIKE11 time series database from the Clipboard or from a text file For purposes of this exercise let s view the weir flow i
111. oad Selection Ed File Name LessonSa res First Time Step to Load fl Cancel leet Tare Sten to Load Full Tine Step for Loading Data Types Select All Deselect All Data Types To Load Demand Head HGL Pressure Water Quality Flow Velocity Headloss 1000 Average Water Quality Status Code Figure 14 2 The Data Load Selection View By default MIKE View proposes the complete result file to be loaded The tutorial result file is small and you should simply confirm the default selection by clicking on the lt OK gt button After a short while the file is loaded and MIKE View opens two new windows Horizontal Plan window Plan Overview window Adding a Georeference File for Mike Net The result files from MIKE NET do not contain the geographical information X Y co ordinates needed for plotting the network in the Horizontal Plan If we need to view the water distribution net in the Horizontal Plan we have to add the X Y co ordinates to a running presentation from the INP EPANET file which can be exported from Mike Net as EPANET 2 0 file format To add this INP file go to lt File gt lt Load Complete Layout gt in the main menu and select the INP file which matches the result file and press the OK button With geographical information from the INP file loaded you will be able to view the network in the Horizontal Plan MIKE NET MIKE VIEW TUTORIAL
112. oe steed ilant oe dete teadend Rates EE OEE R 115 13 12 Animating Results in the Longitudinal Profile Window cece 115 13 12 1 Animating results in Time Series Window and Longitudinal Profile WINDOW eitan aay see aeel ataaeel ceva eet atau E 116 13 13 Animating Results In The HPW esssesssrrsnreernanssnnnntdennaannnnnneenndannannnntennaanana 117 13 13 1 Animating results in Horizontal Profile Window Time Series Window and Longitudinal Profile Window 00 cceceeeeeeeeeeeeeeeeeeeeeeeenaeees 117 13 14 Viewing Derived ReSUItS ce eceeeeeeeneeeeeenneeeeeenaeeeeeeaeeeeeeeaeeeeeeaeeeeeeaas 118 13 14 1 Computing and viewing derived results in TSW and LPW 119 13 14 2 Viewing derived results in HPW ccceeeeeeeeeeeeeeeeeeeeeneeeeeeeaaees 119 13 15 Save Load Window LayoOut eccceceeeeeeeeeeeneeeeeeeeteeeeeeteeeeeeenaeeeeeenaeeeeeeaas 119 a MIKE VIEW vi 14 13 15 1 Save Time Series Window Layout eeessesssrrrsseernenssnnnneennasnnannaas 120 13 15 2 Load Time Series Window Layout 0 ccceeeeeeeeeetteeeeeteteeeeeees 120 13 16 Save Load Complete Layout ceccceeeeeeeeenneeeeeeneeeeeeeneeeeeeneeeeseaas 120 13 16 1 Save Complete layout snasssssreseerrenssnnsseennnnnannaatennannnannantennaanannaae 120 13 16 2 Load Complete layout 0 cece entree treet ee ee eneeeeetineeeeeeneeeereea 121 13 17 Opening Additional Result Files eee ceceeeeeeeeeeeeeeneeeeeenneee
113. omputed as a difference of the computed water levels and the bottom levels Flood computed as a difference of the computed water levels and the ground levels MOUSE MIKE URBAN Pressure computed as a difference of the computed water levels and the conduit ceiling available for closed conduits only MOUSE MIKE URBAN Pipe Filling computed as the ratio between the water depth and the conduit height MOUSE MIKE URBAN Q manning computing the Q as given by the Manning formula for the link MOUSE MIKE URBAN Instability opens up a dialog where the settings for computing the instability is defined The computed items can be presented in a horizontal plot on a Longitudinal Profile and as time series graphs The computed item is automatically added to the list of item types available for the presentation Compute your flood depth pressure pipe filling Q manning or items by activating the main menu option by choosing the Tools Computel facility 49 eae MIKE VIEW Tools Depth Flood Pressure Pipe Filling Flow rate Q manning Critical vs Water Level Instability Figure 10 2 The Tools menu allows to computed derived items The instability tool identifies time series that fail one of two criteria either the change in value from one time step to the next exceeds an allowed maximum or the number of local minimum and maximum within a time window of specified duration exceeds a threshold va
114. onized animation can also be made for two Horizontal Plan windows DHI 89 a MIKE VIEW To make sure that all your windows are synchronized select lt Animation gt lt Synchronize All Plots gt Next time you start the animation all windows will be in motion Each of the windows can individually be excluded from the synchronized animation This switch is found under the local menu of the window 12 10 Viewing Time Series 90 Time series graphs are usually the most relevant graphs for the system analyses MIKE View allows you to plot any of the existing time series from the loaded result files view them in combination with the measured data and create time series graphs with all time series combinations 12 10 1 Adding a Result File Earlier it was mentioned that some result file types can be added to an existing presentation In our case it is relevant to combine the view of some flow variables in the network with the runoff hydrographs from the hydrological model Select lt File gt lt Add gt in the main menu and choose CRF as the file type to be loaded Then locate the file TUTOR1 CRF in the directory of the TUTOR1 example and load it into MIKE View File name Tutor CRF Files of type All MOUSE files Cancel V Open as read only 4 Figure 12 11 Adding the runoff results View the hydrographs first in the Horizontal Plan Select the TUTORI CRF file for the presentation Horizontal Plan local me
115. oo 12 8 2 Animation of the Horizontal Plan If you click on the run button the animation will start You will notice that the time elapses in the Clock and that the colors on the plan plot are changing following the modeled discharge dynamics Try the other animation functions Pause Stop Step Forward and Step Backward The functionality is the same as controlling a tape recorder ee Under the Main menu lt Animation gt lt Advanced gt you can adjust the speed of the animation and some other parameters Try changing these parameters and note the difference to the display 83 MIKE VIEW 84 12 8 3 Graduated Symbols The result variables associated with the network nodes can be animated using graduated symbols Under lt Options gt lt Graduated Symbols gt you can activate and control this type of presentation in the Horizontal Plan Change the selection from results in links to results in nodes and choose Discharge Weirs among the available choices Activate the lt Graduated Symbols gt group and select Circle as the graduated symbol shape Set the Min Size to 5 and Max Size to 50 The Fill Type should be set to Solid Confirm your settings and start the animation Options Et Plan Type Symbols and Fonts Background Files Axes Graduated Symbols Nodes Lines m Use Graduated Symbols Use Graduated Symbols C No Square No
116. or estimation is best used with discharge flow The accumulated values facility can be used for integrating discharge TS either for the entire time period for zoomed in time period or for a user defined time period DHI 35 Sse MIKE VIEW Accumulated values 07081984163500 Sw 07081984183500 Sw M3 2 7n 7 gt 6 34 34 658 282 M3 Figure 5 13 Accumulated values can only be used with discharge TS 36 DHI VIEWING Q H RELATIONS Sez 6 2 VIEWING Q H RELATIONS Selecting the Location A Q H graph provides useful information about the flow characteristics of a conduit or river branch at a selected location MIKE View creates a Q H graph by plotting the whole set of computed discharges at the selected location and the water levels at the neighboring H point optionally downstream or upstream within a co ordinate system defined by the Q and H items on the x and y axes respectively The selection of the Q H location is similar to the selection of a time series related to a link i e by pointing and clicking on a Horizontal Plan While in an active Horizontal Plan window click on the Q H graph icon on the tool bar or select the Plot Q H Curve on the main menu This will activate the Q H selection mode The change of the program mode is indicated by a change of the cursor shape The selection is possible only when you approach a valid link indicated by the cursor shape chan
117. orting the Horizontal plan into GIS applications Including External Time Series MIKE View can import and display time series from various external sources The sources of external time series include e ASCII files in specific formats TXT MOUSE and MIKE11 time series files e the Clipboard e special MIKE View ASCII files ETS All loaded external time series independent of the source are placed in the external time series ETS RAM buffer which is then used as a source for the selection of those time series to be presented in the individual MIKE View windows 45 a MIKE VIEW 46 The content of the ETS RAM buffer can be saved to a special ASCII file default extension ETS for later reuse The ETS save option is accessed via the main menu option Plot External TS Save where a new ETS file name should be specified before the data are saved An already existing ETS file can be loaded to the ETS RAM buffer The ETS file load can either rewrite the existing buffer or append the data to the current content of the ETS RAM buffer You pick up the desired option under the main menu selection Plot External TS Load The successively appended loads accumulate the time series in the ETS buffer The Edit option under the main menu selection Plot External TS opens possibilities for loading time series from other listed sources renaming time series and for getting essential information related
118. ote how the red and green envelope lines reflect the maximum and minimum water levels that occurred at the selected cross section 13 9 Viewing Q H Discharge Stage Curve A Q H Curve facility provides useful information about the flow characteristic of a river branch at a selected location MIKE View creates a Q H Curve by graphing the whole set of computed discharges at the selected location and the water levels at the neighboring downstream H point within a co ordinate system defined by the Q and H items on the x and y axes respectively 13 9 1 Selecting and Displaying a Q H Discharge Stage Curve 1 To select a grid point for which to display a Q H Curve select either the Q H button on the toolbar or select the menu entry Plot Q H Curve 106 DHI MIKE11 MIKE VIEW TUTORIAL Ss OG MIKE View YIDA96 3 res11 File View Plot Animation Tools Window Help Longitudinal Profile External Time Series Cross sections Figure 13 18 Selection of the Q H Curve Plot Tool 2 Return to the HPW notice that the cursor has changed shape Move the cursor in the HPW and notice how the shape changes when you move close to a valid grid point This indicates that you may select this particular grid point to display a Q H Curve 3 Select a grid point to open the Q H Curve window 4 Move the cursor to the TSW and click the right mouse key this opens the local menu Select the entry Open TS this opens a
119. presented simultaneously The Add Item function of the time series local menu re activates the time series selection mode The new item is added to the time series graph upon the selection If the added item is of a different type the right secondary y axis will be activated with the units corresponding to the added item If you add too many items to the time series graph you can restore the desired content of the graph using the Delete item function of the local menu Add Item and Delete Item functions are also available on the tool bar as and icons ee Next Item and Previous Item are shortcuts for adding neighboring time series of the same item type to a time series graph The tape recorder symbols forward and backward on the toolbar activate the same function Getting Detailed Information Detailed information relating to the selected item is at hand with the Info function of the local time series menu Click the Copy All button and the time series is put on the clipboard Duration Curves The Duration Curve function is accessed through the time series local menu The function allows for the display of several types of duration curves Cumulative time e Maximum continuous period e Maximum continuous period with specified recovery period Before the duration curve is plotted a dialog for the specification of the relevant parameters for
120. r or by selecting Plot Profile on the main menu This will activate the profile selection mode The change of program mode is indicated by a change of the cursor shape Profile selection is only possible when you approach a valid node When you approach a valid node the cursor will change shape Click on the node with the left mouse button Once selected a node changes to a bold green circle Each subsequent click on the Mouse button selects the next node along the network branch The selections are painted green Where there are two or more possible options at a network junction you should help the MIKE View by pointing and clicking on the node in the desired direction After selecting the profile path double click on the right mouse button on the end node of the selected profile to closed the defined profile Next select the Data Type which you want to view and hit the OK button The selected longitudinal profile plot will now appear Data Type Selection x Result File Lesson a res kd Data Type 7 Cancel _ Figure 14 13 The Data Type Selection Time Series A time series can be associated with a node or with a link You can select a time series graphically by pointing and clicking on a Horizontal Plan or by making a selection from a list The selection mode is activated from an active Horizontal Plan window by clicking on the node or link icon on the toolbar or selecting the Plot TS in Nodes or Plot TS in
121. r and thickness of the best fit line 11 2 3 Presentation of the results 72 DHI RESULT VERIFICATION TOOL 2 MIKE iew Statistical Analysis XJ File View Plot Animation Tools Window Help Link1 N1 gt Outlet 100 00 a Correlation coeficient R2 TziBjzi lalxi La Original 0 869 12__ Max positive difference 1 536 cfs f Yolume observed 3__ Max negative difference 1028 ts 8782863 750 CF 15 Volume modelled 891 2733 679 CF is Yolume error 1 457 Peak observed value 3 864 cfs ja Peak modelled value 3 882 cts a Peak error 0 460 Scatter Plot Model vs Gauge a 0 934 b 0 129 Theoretical Best Fit Line cfs Model Gauge 04 06 08 10 12 14 16 18 20 22 24 26 28 30 32 34 36 Avg Model amp Gauge cfs Model Gauge vs Avg Model amp Gauge Theoretical Best Fit Line 5 and 95 Confidence Intervals 3 81 0 90 No Subjects Defined Astart 9 AH OMY ete A Gicn Gib Amk Fenn acr Dunt SCORRB2 2854 8 3 46PM The presentation window contains three parts 1 Graphical presentations 2 Error estimations 3 Navigation window The graphical presentation contains each of the output graphs selected by the user The second window contains the error estimations calculated when comparing
122. r each graphical window contains the Save Window Layout option This facility saves the relevant information about the current active window layout including data source result file name external time series etc the item identifier the window size and position and graphical layout features in an ASCII file with a default extension WLA At any later occasion after the specified result file has been loaded into MIKE View the window layout can be restored by loading the corresponding WLA file Re loading of WLA files is activated using the Tools main menu option Saving Complete Layout The local menu for the Horizontal Plot window contains the Save Complete Layout option This facility allows the relevant information about the current presentation layout such as data source result file names external time series etc the presented item identifiers window sizes and positions and graphical layout features to be saved in an ASCII file with a default extension CLA At any later occasion the presentation can be automatically restored by loading the corresponding CLA file The CLA files can be re loaded using the Tools main menu option A presentation layout can be restored with any result file which is consistent with the result file network used when the presentation was originally created This opens the possibility for efficient presentations of successive result files e g during the calibration process
123. rkers on the longitudinal profile at user defined levels The markers can be used to indicate critical levels such as culvert details or road levels at locations along the profile The effects of various presentation options are best understood by trying a small example use the tutorial VIEWING TIME SERIES E ge gs VIEWING TIME SERIES Selecting a Time Series Time series information can be associated with nodes or with links Some result files also contain time series related to the whole system system items You can select a time series graphically pointing and clicking on a Horizontal Plan or by making a selection from a list The selection mode is activated while in an active Horizontal Plan window by clicking on the node or link icon on the toolbar or selecting the Plot TS in Nodes or Plot TS in Links in MOUSE MIKE URBAN or Plot TS in Grid Points in MIKE 11 on the main menu This will open the time series selection dialog Data Type Selection x Data Type Result File Tutor1 pt WATER LEVEL NODES List Cancel Figure 5 1 Time Series Selection Dialog The time series selection dialog allows for the specification of the result file name if several result files have been added and the time series type Available types depend on the result file The OK button closes the dialog and activates the graphical selection mode The change of the program mode is indicated by a c
124. rt the animation by making the HPW active then select the run button gt or Animation Run from the main menu bar Observe how the colors of the Links change with time continuously reflecting the simulated water level at the current time step The animation will continue to loop until you stop it Observe the TSW where the time passage is presented by a vertical line moving along the time axis as the animation progresses Pause the animation by selecting the button You can step forwards and backwards through the result file by selecting the lt lt and gt gt buttons Finally stop the animation by selecting the stop button While replaying the animation you can switch to make any of the other windows active In these windows you can zoom in move the time cursor in the TSW etc You should note that the animation only can be paused and stopped from the window it was started from Stop the animation and display an animation showing Discharges in Branches Viewing Derived Results MIKE View computes depths and flood levels by combining the model results with the geometrical cross section information contained in the result files The following derived results can be computed in MIKE VIEW Depth water level elevation invert level bed elevation Flood water level elevation ground level elevation MIKE11 MIKE VIEW TUTORIAL E 13 14 1 Computing and viewing derived result
125. s Discharge gt Display of dynamic items p Placement of legend Animation No legend Minimum Inside drawing Horizontal Midde z Vettical Top x Maximum C Outside drawing Horizontal Right z Fill water IV White back ground Save Load OK Cancel Help Figure 13 25 Longitudinal Profile Options Menu Graphical Items 4 The Graphical Items tab allows you to add tabular information to the longitudinal profile The additional information consists of either static or dynamic items DHI 111 a MIKE VIEW Property Sheet E x Axes Symbols and Fonts Graphical Items Tabular Items User defined indicators Clkl perau nam actuat nam name verte Numbers vq show Print nume C v M M 2 Water Level Min of left an m Vv Vv Vv 2 Di f ic items Bey dynamic teme Select Font for Table Animation Minimum Maximum IV Avoid overlapping text Cancel Help Figure 13 26 Longitudinal Profile Options Menu Tabular Items 5 Select the Insert tool circled above and explore the dynamic and static options available to you Try displaying various items and observing how the LPW is updated insert Item Static item Left levee bank marker 1 Wsermark v C Dynamic item File VIDASB 3 1es11 Item Water Level I Use second y axis Cancel Figure 13 27 I
126. s in TSW and LPW 1 Select the main menu entry Tools Compute Depth When the computation is completed a message info dialog appears press lt OK gt Lompute Depth ia Yt P B ll Hq gt gt MIKE Print Flood Rressure Instability Figure 13 35 Computation of Derived Results 2 Choose the Select Grid Point button to select a location for viewing results This opens the Data Type Selection dialog in the drop down list select the item Depth select lt OK gt 13 14 2 Viewing derived results in HPW 1 Make the HPW active Select the options entry from the local menu 2 In the local menu dialog select Depth from the Draw Branches as drop down list Select lt OK gt to close the dialog and animate Depth as the variable in the HPW Observe that the Palette automatically changes range and number of classes Customize the palette to by preparing a suitable color ramp 3 Select the gt replay animation button to start the animation 13 15 Save Load Window Layout The local menu for each graphical window TSW LPW QHW contains the Save Window Layout option This allows the relevant information about the current active window layout to be saved Information such as the data source result file name external time series etc the item identifier the window size and position and graphical layout features are saved in an ASCII file with a default extension WLA At any
127. sd File Edit Format View Help 194 69 Max HGL 195 0 Design HGL Figure 10 8 Added columns in channel information file Time Series Node Water Level o x Time Series Node Water Level Node Water Level User Marks Max HGL Design HGL ee ee ee ee es ee 16 45 00 17 00 00 17 15 00 17 30 00 17 45 00 18 00 00 18 15 00 18 30 00 7 8 1994 Figure 10 9 User marks shown on a water level plot After loading the file right click on the plot and click Insert Limits The lines appear on time series plots under Options as User marks where colours etc can be changed Longitudinal profiles do not allow for adjustment of the lines colours thickness etc 10 4 Tools Accumulate The Tools Accumulate functionality enables aggregation of a result file to accumulated and average values The tool produces a new entry in the various lists of data The result appears as if it were a new result file named AccumExam6 prf if the example in Figure 10 10 is used 54 DHI TOOLS AND ACCESSORIES Sez x Result File y Accumulate Hours 1 L ox J ae Figure 10 10 Accumulate dialog The Accumulate hours indicates the time prior to the accumulated value that the value comprises If e g 1 hour is selected results are computed at exactly 1 hour intervals All water levels are averaged within the chosen period whereas all discharges are accumulated 10 5 10 6 10 7 Saving Window Layout The local menu fo
128. t in optional colors being assigned to the network 138 DHI MIKE NET MIKE VIEW TUTORIAL Ses Trace 26 7 2001 00 00 00 Lesson8a res 150 0 140 0 130 0 9 120 0 110 0 100 0 30 0 80 0 Palette xj E oso lt 70 0 B 050 050 lt 0 50 60 0 50 0 40 0 30 0 20 0 10 0 T 40 0 60 0 80 0 100 0 120 0 140 0 160 0 T rrr 7 T 180 0 200 0 Figure 14 21 Example of forward and backward tracking DHI 139 MIKE VIEW 140 DHI
129. t of the network you are viewing when zooming Try to arrange the size and position of the MIKE View windows until you get them in a desired layout Viewing System Data The best way to get a better appreciation of the Horizontal Plan functions is through exploring the various available options The Horizontal Plan Options View is activated by clicking on the Options tool in the toolbar or by activating the Horizontal Plan local menu press the right mouse button while in the Horizontal Plan window DHI MOUSE MIKE URBAN MIKE VIEW TUTORIAL Sez Background Files Axes Graduated Symbols Plan Type Symbols and Fonts Draw Links s K Standard Invert Levels Diameter Slope Toe WATER LEVEL BRANCHES F Links C WATER LEVEL NODES y Nodes Plot Type File Tutor pif 7 Animation Minimum Maximum a eee M Show Heading Cancel Help Figure 12 3 Horizontal Plan Options View The various options available in MIKE View have been designed to help you understand the flow behavior of the modeled network Try the different options from the Plan Type group Select one of the drawing modes featuring the system information e g select Slope The display now gives you a first impression of the topographical layout of the network a palette of colors will describe the slopes of the links Furthermore you may select Slope under the Fonts and Symbols group which
130. ta Types To Load WATER LEVEL NODES DISCHARGE PUMP DISCHARGE WEIR WATER LEVEL BRANCHES DISCHARGE BRANCHES VELOCITY BRANCHES VOLUME Time Step K K K SJ SJ K K amp Figure 12 2 The Data Load Selection View As default MIKE View proposes the complete result file to be loaded a MIKE VIEW 12 6 12 7 80 ee The tutorial result file is small and you should simply confirm the default selection by clicking on the lt OK gt button After a short while the file is loaded and MIKE View opens two new windows Exploring the MIKE View Screen MIKE View has now opened two windows Horizontal Plan window Plan Overview window ee If your MIKE View remembers some other settings from the previous session the Palette window may also be on the screen and the Horizontal Plan will be colored The Horizontal Plan window is the central feature of MIKE View It displays the layout of the sewer network If you select the Horizontal Plan window it becomes the active window and the Horizontal Plan toolbar appears under the main menu When you move the cursor within the Horizontal Plan window the coordinates of the current position are displayed in the status bar located in the bottom left corner The status bar also provides useful information on the program mode help text etc The Overview Plan window contains an outline of the network Horizontal Plan It makes it easier to see which par
131. tem Selection Menu 6 The User Defined indicators tab allows you to display markers on the longitudinal profile at user defined levels The markers can be used to indicate critical levels such as culvert details or road levels at locations along the profile Select the Insert tool and explore the dynamic and static options available to you Try displaying various items and observing how the LPW is updated Note that you must check the Show indicators check box at the bottom of the window to display the markers in the LPW 112 DHI MIKE11 MIKE VIEW TUTORIAL Sez Property Sheet i E E x Axes Symbols and Fonts Graphical Items Tabular Items User defined indicators Hl x a SS SS E E EE E E 0 0 D 0 0 J Show indicators Save Load Figure 13 28 Longitudinal Profile Options Menu User Defined Indicators 13 11 Zooming In The Graphical Windows It is often difficult to select precise grid points from a large network in the HPW In MIKE View you can focus on smaller parts of your network using the Zoom functions You can e Zoom in e Zoom out e Return to previous zoom frame e Zoom to Full Extent The Zoom function is also accessible from the TSW and LPW to display details from the results 13 11 1 Zooming in the Horizontal Profile Window 1 Make the Horizontal Profile Window active 2 The MIKE View zoom facility is activated by the tool bar zoom icons or as a selection on the local m
132. the computed TS to an external TS Individual analysis can be selected by selecting the name of the analysis in navigation window Graphical Presentation Window The six graphical presentations are described below Model and Data TS vs Time Computed TS and external TS are plotted on the y axis and time is plotted on the x axis A secondary TS can be plotted on the primary y axis a secondary y axis or on an opposite secondary y axis DHI 73 MIKE VIEW Temporal Bias The difference between the external TS and the computed TS are plotted on the y axis and time is plotted on the x axis The best fit line with 5 and 95 confidence levels are also plotted The temporal bias plot can be used to determine visually when in time the model and gauge are matching or not matching Scatter Plot Computed TS is plotted on the y axis and the external TS is plotted on the x axis The best fit line for the plotted TS and the perfect calibration best fit line are also plotted in the scatter graph Magnitude Bias Plot The difference between the external TS and the computed TS are plotted on the y axis and the average of the external TS and the computed TS are plotted on the x axis The best fit line with 5 and 95 confidence levels are also plotted The magnitude bias plot can be used to determine at what magnitude the model and gauge are matching or not matching Error Distribution The Error Distribution is plotted on the y axis and the e
133. the duration curves is displayed The parameters are self explanatory DHI VIEWING TIME SERIES Duration Curves Figure 5 9 Duration Curves WATER LEVEL BRANCHES 44 43 88 68 METER Specification of the duration curve parameters o o o o s s o o 9 s o o o Bl ot i ao S B S Bl sg 0 40 0 60 VYalue O CT MCP gt MCPR Value 0 CT 0 998943 MCP 0 998943 MCPR 0 998943 Figure 5 10 Example of the Duration Curve window with the graphical left and numerical section right DHI 33 a MIKE VIEW 5 7 Error Estimation The error estimation function allows for the comparison of simulated and measured data for the statistical evaluation of simulation error In order to be able to utilize the function a Time series plot containing some of the computed variables and a corresponding time series of measured data must be opened The Error estimation function may then be activated from the time series local menu Time Series DISCHARGE BRANCHES Exam6 prf ioj x Time Series DISCHARGE BRANCHES Exam6 prf DISCHARGE BRANCHES External TS r 1 H i i a ee ee a a 22 15 00 22 30 00 22 45 00 23 00 00 25 8 1994 Figure 5 11 Example of a TS plot containing simulated TS and a corresponding time series of measured data 34 DHI VIEWING TIME SERIES Error estimation m Data selection Simulated data 57 IE Measured data R
134. ton in the tool bar E or alternatively by opening the local menu click on the right mouse button and choosing Options Background Files Axes Graduated Symbols Plan Type Symbols and Fonts Draw Links As Standard C Invert Levels C Diameter Slope WATER LEVEL BRANCHES vj Links C WATER LEVEL NODES Nodes Plot Type File Tutort pr 7 Animation C Minimum C Maximum I Absolute values for Q V Show Heading Cancel Help Figure 3 2 Options View for MOUSE MIKE URBAN Horizontal Plan The static structural items can only be presented as static horizontal plots displayed color coded according to the associated palette Dynamic items can be shown as the envelope of minimum or maximum values or as an animated presentation Presentation of negative flows as absolute values e g to avoid confusion due to inconsistent specification of the upstream and downstream nodes for some links can be toggled by ticking the Absolute values for Q field VIEWING DATA IN A HORIZONTAL PLAN Sez ee Simultaneous animations in multiple windows can be fully synchronized by choosing Animation Synchronize All Plots 3 3 Controlling Symbols and Fonts Control of symbols and fonts shown in the Horizontal Plan is accessed in Options Symbols and Fonts menu BackgroundFiles Axes Graduated Symbols Plan Type Symbols and Fonts Show Line Width fi M Nodes El
135. un tool a MIKE VIEW Horizontal Plan Tutor1_prf OF x m FLOOD Maximum Tutor1 prf 700 0 ee eee oer e eee l E lt 000 i f E ooo 010 aes Manas ra ce a E ae E o0 020 600 0 7 ORN a E Gans E 020 030 550 0 0 r W eee eee ee eee pesesemsees 030 0 40 aog Lecet aaa as awe aa A meee Sees E 040 0 50 3 E 0o50 lt 450 0 A A A A jaecaiaassa 400 0 Possemocets demescecscad pecmececee pessseseseq S00 parescchaceccsees J ach ageenaedakeascna se iL anassaaems baaecencans dine 300 0 E a se e la SSs s 250 0 E iatetaleetatats 1 D a i 200 0 4g r amp 1 74 S c a r 7 a 150 0 A a A es Reeser ore prateasseseq 100 0 Poors eesess Pr epasanaNS sp ponespssaps porcse eses nee 50 0 p pous sss ne DRS SERRA a7 aa pose see a poe re I I f 1 I 00 F DOARRE ieee ee Se ee eee eee aoe he ae A a ae ae ee 100 0 r 1 r r 1 1 I 1 150 0 cen SP a i ne ee ee eee ee te eae 200 0 400 0 600 0 800 0 1000 0 1200 0 m Figure 12 7 Maximum extent of flooding for the simulated event Compute pressure and depth Show these variables as Max and as Animation 12 8 5 Adjusting Min Max Range and Color Palette In reality you are not interested in seeing the negative flooding d
136. und Files Axes Graduated Symbols Show T Grig Cancel Help Figure 3 7 The Options View showing Axes settings The Options selection is accessed through a click on the options icon on the Horizontal Plan tool bar or the right Mouse button e If the orientation of the axes changes the background images will automatically follow the change Using Graduated Symbols Graduated Symbols are a graphical facility for dynamic presentations of the node and link related results in the Horizontal Plan window This is an excellent way to show the spatial distribution and dynamics of combined sewer overflows flooding critical pressures in water net etc 15 a MIKE VIEW 3 7 16 Options x Plan Type Symbols and Fonts Background Files Axes Graduated Symbols Nodes Lines Use Graduated Symbols Use Graduated Symbols C No Square C No C Circle Bar Yes Min Se 5 4 Min Se p 4 Max Size fio am Max Size 7 Fill Type Solid C Dash T Draw Network on Front Cancel Help Figure 3 8 The Options View showing Graduated Symbols settings Under the Horizontal Plan local menu selection Options Graduated Symbols the graduated symbols can be switched ON and OFF toggled through three available shapes circle square and bar the symbols minimum and maximum size controlled the type of fill selected as well as the grid allowed to be
137. und using the method of least squares I e by seeking the 1 2 minimum of the term gt lo ah by This is done by solving the two linear equations i l achieved by setting the derivative with respect to a and b of this term to zero 60 DHI TOOLS AND ACCESSORIES E Q a h b n The parameters a b and n are found by an iterative trial and error solution of the equation for method of least squares 2 Selection of levels at which the discharge are to be calculated Once the Q h relationship is known the discharge can be calculated at selected water levels The number of water levels to calculate the discharge at is specified in the field Number of cases to calculate The list of predefined levels will adjust automatically to the number of cases selected For each case the water level can be selected as one of the following Left levee bank level of marker 1 in the cross section Right levee bank level of marker 3 in the cross section Min of left and right levee the lower of the level at marker 2 and 3 Left low flow bank level of marker 4 in the cross section Right low flow bank level of marker 5 in the cross section Min of left and right low flow the lower of the level at marker 4 and 5 Max water level the maximum water level that occurred in the simulation Any of the user defined marks specified in the HD parameter file prior to the simulation 3 Once the calculation method is selected and the levels are de
138. ust double click on the color you want to change and the palette editor opens Similarly if the range intervals are not suitable for your presentation double click on the value that you want to edit DHI 87 a MIKE VIEW 12 9 88 ee Spend some time exploring the palette options If you create a custom palette of general applicability or if you want to be able to recall the same customized palette the next time you work with MIKE View you can save the palette settings into a PAL file Next time you are using MIKE View you will be able to reload the same PAL file for use with your new result files 12 8 6 Exporting the Horizontal Plan You will often be in a situation where you want to include some of the MIKE View graphics into your text report This is a simple task Your word processor should be a true Windows application with Copy and Paste facilities e g Word Start the word processor and open your report document or create a new one for the exercise Return to MIKE View adjust the Horizontal Plan to fit your needs in the report and activate the local menu Then simply click on the lt Make Metafile gt option The content of your Horizontal Plan will be copied to the Windows Clipboard Switch again to the text editor position the cursor at the desired location and activate the standard lt Edit gt lt Paste gt function The MIKE View plot is pasted directly into your document as a fully vectored graphic image that
139. ve o Number of Decimals Bo Apply Water Level Minimum Maximum Min Time maxTime Draw Grach IDAA NED 0 00 0 469 0 800 3 09 1990 11 00 00 29 09 1990 12 00 0 SVG i2_ F VIDAA NED 103 00 0 469 0 800 3109 1990 11 00 00 29 09 1990 12 00 0 _Show Values 3 VIDAA NED 556 00 0 470 0 800 3109 1990 11 00 00 29 09 1990 12 00 0 a PVIDAA NED 1033 00 0 471 0 800 3 09 1990 11 00 00 29 09 1990 12 00 0 Show Selected 5 VIDAa NED 1295 50 0472 0 799 3 09 1990 11 00 00 29 09 1990 12 00 0 Show All e T VDAA NED 1558 00 0 473 0 799 30941990 11 00 00 29 09 1990 12 00 0 T VIDAA NED 2051 00 0 474 0 798 3 09 1990 11 00 00 29 09990 12 00 0 5 a VIDAA NED 2359 00 0 475 0 798 3 09 1990 11 00 00 29 09 1990 12 00 0 o Find a p VDAA NED 2797 00 0 476 0 798 3 09990 10 00 00 29 09 1990 12 00 0 Find Next 40 VIDAA NED 3278 00 0 479 0 797 3 09 1990 10 00 00 29 09 1990 12 00 0 VIDAA NED 3536 00 0 481 0 797 310941990 10 00 00 29 09 1990 12 00 0 VIDAA NED 3794 00 0 483 0 797 3 09M990 10 00 00 29 09 1990 12 00 0 5 VIDAA NED 4293 00 0 487 0 796 3709 1990 10 00 00 29 09 1990 12 00 0 _Select points TVIDAA NED 4725 00 0 493 0 795 3 09 1990 10 00 00 29 09 1990 12 00 0 Select Q points C VDAA NED 5117 00 0 501 0 794 3 09 1990 10 00 00 29 09 1990 12 00 0 VIDAA NED 5495 00 0 506 0 794 3109 1990 10 00 00 29 09 1990 12 00 0 Select All VIDAA NED 5941 00 0 511 0 79
140. will add arrows to the links indicating the direction of the slopes works only if Slope has been selected under Plan Type Similarly if you select Diameter the color palette will illustrate the pipe dimensions By switching various symbols under the Symbols and Fonts group on and off you may improve your knowledge of the network layout If you switch Nodes Links Labels and Pumps ON you can see that there is a pump located in node B4 1510 pumping water to node B4 1500 The triangular symbol at node A0 0327 indicates that this is an outlet The rectangular symbols in nodes B4 1510 and B4 1480 represent the basins while the circles in all other nodes symbolize ordinary circular manholes By switching Weirs ON you can identify the existence of one overflow weir in basin B4 1480 81 MIKE VIEW 82 You can adjust the size of symbols and the thickness of links and select your preferred font type and size under the Symbols and Fonts group The system can be explored further by selecting and viewing the longitudinal profiles along various selected paths Horizontal Plan Tutor1 prf lolx m Slope Tutor1 prf 600 0 500 0 400 0 300 0 200 0 100 0 0 0 See ee ee fees ee See ee 200 0 400 0 600 0 800 0 1000 0 1200 0 m Figure 12 4 The network plan plot with the system elements displayed and with slopes selected as th
141. ws local menu Clear Synchronization 5 Make the LPW active and select the entry Animation Advanced this opens a dialog from which you can control the animation Set the parameters as indicated in the dialog press lt OK gt and start the animation again Update Every E ms 4 gt From Time Step 200 Cancel To Time Step 550 Default Stepping 2 V Continuous Animation Figure 13 32 Advanced Animation Control 116 MIKE11 MIKE VIEW TUTORIAL 6 Select a Q H Curve and in the Q H curve window select the local menu Options and check all options Press lt OK gt 7 Click anywhere on the Q H Curve or in the TSW and observe how all windows display results from exactly the same time step You can also click when the animation is running thereby replaying a certain section over and over again 13 13 Animating Results In The HPW In addition to animating result file time series items in the longitudinal profile LPW the same items can be animated in the HPW The item dynamics are represented by the palette colors and or by graduated symbols 13 13 1 Animating results in Horizontal Profile Window Time Series Window and Longitudinal Profile Window 1 Your View should by now have the HPW a TSW a QHW and LPW open 2 Make the HPW active and select the local menu Options check the box Draw Branches As Water Level Select lt OK gt The links now appear colored and a Pa
142. xternal TS is plotted on the x axis The best fit line with 5 and 95 confidence levels are also plotted The Error distribution shows the external TS data points that lay outside and inside the user specified uncertainty range R2 vs Lag Time The lag is plotted on the X axis not time the X axis is integer numbers of lags and the R2 for each lag is plotted on the Y axis If a threshold is selected for the plot the lag is undertaken for all points points above the threshold and points below the threshold This means that lag analysis can be done for both wet and dry weather points in the same plot Error Estimation Window This window include following error estimation parameters Correlation coefficient A measure of the interdependence between the measured data and the model Reported as R Max Positive Difference Maximum positive difference between computed TS and the external TS Max Negative Difference Maximum negative difference between computed TS and external TS Volume Observed Volume of external TS Volume Modeled Volume of computed TS Volume Error Percent error between volume observed and volume modeled Peak Observed Value Maximum value in external TS Peak Modeled Value Maximum value in computed TS Peak error Percent error between peak observed value and peak modeled value Contents of the error estimation window can be saved to a comma separated value csv file and viewed in Microsoft Excel 74 DHI

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