Jump to content
GMS, SMS, and WMS User Forum

Leaderboard


Popular Content

Showing content with the highest reputation since 04/26/2011 in all areas

  1. 2 points
    Include an option to export/save materials from the "Edit | Materials" window. The user who suggested this to us asked: "Is there a way to save the materials designations (by this I mean the name, color, pattern, and so forth of the soil units or horizons) so that these can easily be imported into a new project. I realize they are saved if I save the project I created them in, but I’d like to be able to just import this information if I create a new project rather than having to rebuild the designations."
  2. 2 points
    Unfortunately, there is not an automated method to export well transient pumping data for all wells in the format you'd like it to be in. However you can export out the pumping data for each well (if you have them assigned as feature points in the map module) by following the steps below. 1. Double click on a feature point representing a well with transient pumping data 2. Select the button in the "Flow rate" column with the three dots to bring up the XY Series Editor 3. Select the "Export..." button 4. Specify the file name and location and then select "Save" I realize that with many wells this will be a tedious process. I am therefore submitting this as a feature request to the GMS developers. I apologize for the inconvenience.
  3. 1 point
    Implement the LGR (Local Grid refinement) option of MF2K5 in GMS. (click here for more information) (requested by user, who noted that there is a big demand for this feature at their company)
  4. 1 point
    Will GSFLOWever be supported in GMS?
  5. 1 point
    Make shapefiles exported from GMS compatible with Manifold GIS. (requested by a user)
  6. 1 point
    Have GMS take into account the area of the cell face when calculating velocity vectors from the ccf file.
  7. 1 point
    Dear Colleagues: This is only a help for the case you get problems when installaing SMS. I have just moved to Windows 7 ultimate, and SMS could not be installed. I got a message "Error 1935.An error occurred during the installation of assembly - HRESULT: 0x80070020". I haved spent some 5 or 6 hours looking for a solution, since I am in a hurry, trying to finish a modelling. Well, after finding several possible solutions and buying a couple of cleaners, the way to fix the problem was very, very simple: - The main problem is the size limit of the registry - The solution: -- Open the registry (regedit) -- Go to HKEY_LOCAL_MACHINE ---------System ---------CurrentControlSet ---------Control ------------ Key: RegistrySizeLimit, type REG_DWORD ------------ Change the size to FFFFFFFF -- Close and reinitiate Cheers, Jose
  8. 1 point
    If your FEMWATER model was created using a conceptual model, you should be able to double click on the well and change it's attributes using the attribute table. After doing this you will also need to map the changes over to your FEMWATER model
  9. 1 point
    I don't think you have missed anything. The most simple way to do this with the current tools is with a scatter set and interpolation.
  10. 1 point
    In the Stress Periods dialogue box you have the option of checking a "Steady State" box for each stress period. What impact does this option have on the model?
  11. 1 point
    Include support for the new "MODFLOW-NWT" solver (click here and here for more info) (suggested by a user)
  12. 1 point
    Remove the "MODFLOW is steady state and one or more of the coverages are transient” warning that appears when trying to save a MODFLOW simulation with transient data in the map module while the MODFLOW simulation is steady state. (requested by a user who says that it gets on their nerves while working with transient models. They said that the warning will always come up since that will always be the case – steady state and transient coverages.)
  13. 1 point
    hi there., 'm sorry, most of my questions seem weird., but i would like to ask., is there any way can compile the padcirc on my computer. i've got good hardware. my WorkStation is 8 intel xeon core based and 'm currently running xp. my colleagues also have the same config - 3 more machines. i've got padcirc code from ftp (one has to place a request for the same). i've read through make complrflags file, but unable to locate windows xp environments. now that i'm interested in compiling the same on this machine and use mpich2 and accelerate the processing. can some one sort out this issue. thanks in advance
  14. 1 point
    Hi Matt, I am not aware of SMS ever being able to export out 3D polyline shapefiles. However, you could export the map data as a dxf/dwg file by right clicking in the "Project Explorer" and selecting "Convert to CAD", then selecting "File | Save As" and changing the "Save as type:" to "AutoCAD Files (*.dwg;*.dxf)". You can then add this AutoCAD file into ArcMap using the "Add Data" tool and the lines will be loaded as Polyline Z features with the elevations specified in SMS.
  15. 1 point
    I am having a problem when using the "Transform XS2D Panel to Geosection" tool in subsurface analyst. I keep getting an error message saying the following, "Attempted to read or write protected memory. This is often an indication that other memory is corrupt." Is there a way to fix this problem?
  16. 1 point
    Is there a way to vertical hydraulic conductivity values using fixed head differences between two boreholes at the same Horizontal location? For example, if I drill two boreholes just a few feet apart but at different depths there is a good chance that the heads could be different. I want to calibrate my vertical hydraulic conductivity so that there is a few feet head difference between the boreholes. Any suggestions for how to proceed?
  17. 1 point
    Good feature request - I have often longed for this option also
  18. 1 point
    Great! this solves the model checker error message. I made a simplified version of the femwater model and compared it to a modflow one. - brief one layer two bc - constant head (h=2 and h=0 sea level) top and bottom elevation derived from boreholes data (scatter data) refined elemnts I attached the following screen capture show computed head contouring: 4-1 = modflow with 1 layer grid (top and bottom elevation interpolated), plus obs wells, everything seems ok 4-2 = modflow with grid (mean values for top and bottom elevation), plus obs wells, everything seems ok 4-3 = femwater with 1 layer grid (top and bottom elevation interpolated), plus obs wells. The 4-3 model show the total head that is the same as head in modflow. Is it correct? Why the contouring 4-3 is so different? I run the model with different starting heads and the computed heads depends from the initial condition. I coudn't get the obs wells (in conceptual model - obs point) to have the computed head value. I tried to fix their z elevation to match the 3d grid elevation but without success. Thanks dlattuada
  19. 1 point
    The tin idea gave me a direction to go. After a bit of fiddling. I got the solution I was looking for. I created a tin for the river that only included that area. I created another tin for the rest of the area that used the exact verticies of the river boundary. Then I used a 2d scatter file to create a tin for each layer using the appropriate base tin (river or surrounding) putting them into an appropriately named folder. Using horizons to solids, I used the tin folders and put them to the river or surrounding tin. I then combined the solids that were created into a single folder. That created a perfectly vertical contact.
  20. 1 point
    I'm glad you were able to resolve the problem. I'm guessing you found the line in the .2dm file Yong Lai has put together for SRH-2D that limits the Manning's Coefficient to the range of 0.0 to 0.2, to help prevent users from using unreasonable values for typical situations. MD 1 "Manning's Coefficient" MV "Manning's Coefficient" 0 0 0.2 The .2dm file is described here. I have attached the SRH-2D template file that we have been using to test SRH-2D and will be distributed with SMS 10.1. Yong Lai has a different version also for SMS 8.1. Both are available from the SRH-2D website. We are very excited about the SRH-2D model. How long have you been using SRH-2D? What types of applications have you used it on? - John srh_2d_model_definition.zip
  21. 1 point
    I am using HEC-HMS to model snowmelt, and have several questions: 1. What are reasonable values for the ATI (antecedant temperature index) meltrate function? Similarly for ATI meltrate coefficient? Alternatively, what are some reasonable methods to determine these values? It isn't clear to me what these really are. 2. When I run the model, I get an error message that melt rate is undefined for my first time step (even though I have numbers for ATI function and coefficient. Any insight as to why I am getting this error message and how I can correct it? Thanks, TFree
  22. -1 points
    Hello... This is the first qustion for me and i hope to get the answer coz that will be very imoprtant for me..coz im doing my master degree about dam failure and really i need ur help.. I'm using WMS and really i did as example SMPDBK in my project but really i need a clear idea about things... Can i see the flooding of dam break in depending of time, EX: After 5 minutes how's the flooding looks like and after 20 minuters how it looks like....and how much of time it takes to reach to some area...?And offcourse the hight of water also in depending on time... Thnx for all... Best regards...
  23. -1 points
    Hi, new to this forum. i'm using rma2 in sms9.2 to model a river confluence. below is what appears in the output.txt prompt after 213 lines: === Problem inside COEFS routine. Do 180. Element= 535 Gauss pt= 1 out of NGP= 16 Divide by DETJ= -0.0229 J11-J22-J12-J21= 1.1526 0.38006 0.74030 0.62257 stop in coefs guessing the integration is having some issues at the element location at a specific gauss point in the quadrilateral. any suggestions on how to proceed? (sorry for vague question... not exactly sure what is causing). thx! h
  24. -1 points
    Hello. We have some old hec-ras projects and we would like to change some modelling conditions. Is it possible to export a whole .prj project from Hec-Ras to WMS8.1? Could we manage to import at least the geometry file? Thanks to all. Fernando Lopez Aquatica Ingenieria
  25. -1 points
    We are currently experiencing a few problems with users on this forum intent on posting advertisements and topics unrelated to water modeling. We apologize to our members who have come across some of the more offensive content. In a effort to keep unwanted users and posts out of our forums, we now require administrator validation for new user accounts. If you are new user and would like to create an account on the forum, first complete the email validation required when you create the account. Your new user account will then be reviewed and approved by a forum administrator within a couple of days. If your new account is not approved in a timely manner, please give us as call at 801.691.5530 or send an email with your user account name to support @ aquaveo.com. Thank you.
  26. -1 points
    Open the Geometric Data editor and look in the Tools menu. You should see a tool called "Cross Section Point Filter." It's not as easy as saying "Delete all my duplicate points" but you can set criteria such as slope, vertical, and horizontal tolerances that HEC-RAS will use for filtering. If you want to minimize the number of points that get filtered, just set the tolerances really low and that should get rid of the duplicate points and maybe a few others. Clark
  27. -1 points
    I tried to run a steady flow through my model in HEC RAS. I get the error 'Station and elevation data contains duplicate points - The cross section filter can be used to remove duplicate points' These extra points can be deleted manually, but it takes awhile and I can't seem to find this "Points Filter" function in HEC RAS. If anyone knows please give me heads up. Thanks
  28. -1 points
    Hi Ashish, That is very interesting that your water surface rises when lowering the Manning's n value. Maybe something else in your model is changing, causing your water surface to rise. I'd compare everything in your models before and after changing the Manning's value. Has anybody else seen this or have any input on this topic? Chris
  29. -1 points
    Does any one have any tips on how I can increase the memory available to WMS. I'm working with large elevation dataset and while doing things such as building tins, reading in text files (high resolution aerial survey xyz files), delineating floods, etc. I am routinely getting an "Out of Memory" error that forces me to stop what I'm doing, close WMS and open it back up. Usually I can not even save my progress because I get the out of memory error when I try to save as well. My desktop configuration is as follows: Core 2 Duo 2.66GHz E6750 CPU 3.00 GB RAM 32-bit Windows XP Professional SP2 I'm not multitasking while using WMS, and it seems like it can read 2 or 3 (50 MB) elevation data sets before it runs out of memory. Is there a cache I can increase or periodically empty? increase the windows page file size? Any, suggestions would be much appreciated. -Clint
  30. -1 points
    And, as an afterthought, has anyone had problems with WMS not populating the downstream overbank and channel distances when exported to HEC-RAS? Thanks!
  31. -1 points
    Hi all, I am trying to figure out how to treat four irrigation ditches over the mainstem of a HEC-RAS in WMS model. Each one diverts and returns to either the mainstem or a tributary right before the tributary joins the mainstem. Any input on how to place diverted flow? Add a outlet point? Thanks for any thoughts or ideas, Rob
  32. -1 points
    Hello dear community, Searching for a solution to my problem, someone recommended me Aquaveo. I will shortly describe the issue and hopefully ,in time, I can reach my goals with your help. The topic would be a simulation (using GIS techniques) of the area that will be affected by floods if a dam breaks, I guess we can call the objective a flood zone risk map(the scenario refers to a hypothetical dam rupture because of some reason and the flood induced by the water (lake) that is retained by the dam). I want to make this study on an accumulation lake near my home city. Floods are a major problem in my country and this study could help in risk assessment projects. I find difficulties in: 1st of all, in choosing the software(extensions) that could do this. 2nd - establishing the data needed in order to get the maximum out of these programs 3rd (possibly a 2nd)the methodology that needs to be followed. I read a few recommendations made by Mr Chris Smemoe about using HEC-RAS and consulting the users manual. I think this could be a 1st step but the issues mentioned before still remain unclear. Please do not think that I want others to do my job, I just want someone to show me guidance in this matter because our teachers are not very experienced in these sort or studies. Please let me know if I should mention properties of the dam construction or/and volume data of the water that it retains (properties of the lake that would flood the zone if the dam breaks). Kind regards to the WMS community,
  33. -1 points
    When RMA2 finishes its current run it prints out the current date_time as per usual if the model has converged, but the last few days it has also been giving me this after the Date_time is printed. forrtl: severe (157): Program Exception - access violation Image PC Routine Line Source ntdll.dll 7D620DEE Unknown Unknown Unknown ntdll.dll 7D620EC5 Unknown Unknown Unknown rma2v45.exe 004C5B97 Unknown Unknown Unknown rma2v45.exe 00495855 Unknown Unknown Unknown rma2v45.exe 004958B5 Unknown Unknown Unknown rma2v45.exe 0043208C Unknown Unknown Unknown rma2v45.exe 00480480 Unknown Unknown Unknown rma2v45.exe 004D1FD9 Unknown Unknown Unknown rma2v45.exe 004C4C84 Unknown Unknown Unknown kernel32.dll 7D4E7D42 Unknown Unknown Unknown It also seems that any hotstart files written after a run that had this message appear is unusable. I've tried uninstalling SMS, but the problem has persisted. What does this warning mean? I have attached a copy of one of the output files if it helps. RMA2 Output.txt Thanks!
  34. -1 points
    When exporting from a Time Series plot (Display | Plot Wizard | Time Series | right click on plot | export/print) , make the time accurate to more than one decimal place, as the Active Data Set Time series does (4 decimal places). The "Maximum Precision" option does not seem to change the output. (requested by user)
  35. -1 points
    A user would like GMS to support the GENLINPRED feature in PEST.
  36. -1 points
    So one of my first projects with WMS/HEC-RAS involves an entire river system, with multiple lakes and dams along the entire system. I understand how to bring cross-sections and dams from WMS to HEC-RAS. However, how do I model the lakes that the dams actually hold back? My basic understanding of these two programs shows that on HEC-RAS I can model Storage areas, and I can connect the Areas to a certain cross-section. Can I place a connection for a storage area (aka my lake) on the cross-section that drains into the lake, and then another connection on the cross-section that models my dam? Also, if I model a storage area on HEC-RAS, what will read back into WMS? Will it work?
  37. -1 points
    Installed also 8.1.3 and used an existing and working model. Did map to modflow and a CHD boundary condition was gone. The arc of the boundary condition was exactly on the boundary of the cells. Moved the arc a little inside and the CHD boundary appeared again after map to modflow. Will install the new update of 8.0
  38. -1 points
    Hi! Im working with WMS8.0 and HEC-RAS, and when i tried to read the HEC_RAS solution apear a window in the screen that says: "Did not create the RAS server, is HEC RAS loaded on your machine?." I dont know why it happen because I install HEC RAS in my computer, even i open it. Could anyone help me. Thanks. Javi
  39. -1 points
    KMerriman, I ran into this issue a couple weeks ago. I was trying to map velocity in ArcMap. I found that some of the polygons were missing. I found that it is just an issue with how the data set contours (velocity mag. for example) were defined in SMS and ArcMap. So, how you define the contour intervals for the data set in SMS affects how it immediately appears in ArcMap. But you can change the interval settings for the layer in ArcMap to get everything to show. Go to your data layer in ArcMap Right Click -> Properties -> Symbology -> Quantities -> Graduated Colors Select the appropriate Value under Fields box (example ELEV_AVG) Under the Classification dialogue box adjust the number of classes (depends on the range of contour values). Click classify to define the interval of the classes. You will have to play around with this to get it to map how you want. Generally, if polygons are missing you need to refine the classes so the values of the missing polygon are represented. Hope that helps.
  40. -1 points
    I am getting an "Audit Error: Check D for Errors" message every time I try and save my gms file. This started just after creating several scatterpoint sets. I am using GMS 8.1.4 64bit. Does anyone know what this error is and how to fix it?
  41. -1 points
    Other users have reported this problem in GMS when they had CAD data loaded and tried to save. If you do have CAD data, could you try converting it to feature objects, deleting it and then saving the project again? If you do not have CAD data, would you please upload your files to our FTP site by following the instructions below so we can look into the problem? 1. Create a new folder with a unique name on your computer and copy all of your project files into it. (please zip up the folder) 2. Open windows explorer (My Computer). 3. Enter "ftp://pubftp.aquaveo.com/incoming/" in the address bar. 4. (If the "Log On As" dialog box appears) check the box labeled "Log on anonymously" and click "Log On". 5. Copy the folder with your project files in it into the "incoming" folder. 6. Send an e-mail to support@aquaveo.com telling us the name of the folder you uploaded and exact steps taken to produce the problem. *Please help us stay organized by putting all of your files in a single folder before you upload them. After you upload the files, you will not be able to edit them.
  42. -1 points
    I am exporting a surface to a LandXML file so I can import the surface in SMS 11.0. It appears the the northings and eastings are reversed. The landxml points are listed as a (northing, easting, elevation) pr (y,x,z). The way the surface is displayed in SMS looks to be (Easting, Northing, elevation) or (x,y,z). Has anyone else experienced this problem? Or is there a way to change the way the coordinates are read? I am using Pennsylvania State Plane Coordinates. Thanks for your help.
  43. -1 points
    I am curious how GMS calculates the magnitude of flux in the CCF files. From my understanding, the magnitude of flux of a grid should be the summation of the flux from the 6 faces bounding the grid. However, it seems the value from the CCF-Mag file does not match this value. Anybody has an idea why this happens? Here is an example: i ,j ,K ,Front ,Right ,Bottom ,CCF_Mag 1 ,1 ,1 ,0 ,4.83 ,0 ,4.83 1 ,2 ,1 ,-1.10E-03 ,6.59 ,-1.82 ,12 1 ,3 ,1 ,-7.65E-03 ,6.61 ,-6.86E-02 ,13 Take the grid (1,2,1) for example, the flow from back and upper faces are 0, because this is the first row, and first layer, and no recharge or precipitation. Then the flux calculation is the summation of front, right, bottom and left faces, which is Flux = -0.0011+6.59-1.82-4.83 =- 0.061. But the value from CCF_Mag file is 12.
  44. -1 points
    Dear Colleagues: I would like to use results of CMS in ArcGIS. Is there any chance to export results (specifically line of run-up) to a shape or similar? Thanks, Jose
  45. -2 points
    Hello again... Thnx a lot for your great answer but u know really I need to make a simulation for the flooding of dam break by time so... Is there any tools or command can show me the flooding of dam break by time not as text output file really i need it as a simulation...? Could u plz the the way and really I'd appreciated your helping me… Thnx again
  46. -2 points
    I have a centerline coverage and a cross section coverage along with a TIN. I'm trying to define roughness values for the model. I have created materials in Edit | Material Data and entered roughness values in HEC-RAS | Material Properties.... when I go into HEC-RAS | Model Control there is no option to select 'Materials' for use in generating roughness values. Do I need to build polygons and creat a new coverage for the roughness values? roughness.doc
  47. -2 points
    Hi all, I am working towards a working HEC-RAS model from WMS input. I have a centerline, channel banks, and cross sections to define model geometry in HEC-RAS. I have saved as a 1-D network schematic, but when bringing it into HEC-RAS, it will only use one of these coverages to define geometry, so I get error messages saying that there are no cross sections. Any thoughts (Chris and Clark, I'm looking at you)? Thanks, Rob
  48. -2 points
    I am getting voids in the contour plots for my groundwater surface. Attached is a screen capture of the problem. I dont get this with the 32 bit version of GMS 8.1, only the 64bit version. Is there a fix to this?
  49. -2 points
    I set up a model and entered the unsteady flow data into HEC RAS 4.0 Beta. When I click compute the geometry processor runs smooth with no errors and then the analysis stops without initiating the unsteady flow simulation. There is no indication or output with errors explaining the problem as to why. What is wrong with my model?
  50. -2 points
    It would be great if the elevation attribute of a contour would also be mapped to the contours while using the MapInfo File Interchange format (.mif) for exporting, similar to exporting to arc shape files. Right now all contours have no elevation at all. In contrast to arc shape files created by GMS, Manifold can read the .mif files created by GMS so this would probably be a workaround for that problem also.
×
×
  • Create New...