Jump to content
GMS, SMS, and WMS User Forum

Search the Community

Showing results for tags 'wms'.

  • Search By Tags

    Type tags separated by commas.
  • Search By Author

Content Type


Forums

  • General
    • News
    • Forum Feedback
  • Arc Hydro Groundwater
    • Using AHGW
  • GMS
    • Using GMS
    • GMS Feature Requests
    • MODFLOW
  • SMS
    • Using SMS
    • Hydraulic Models
    • Wave Modeling
    • Other Models
    • SMS News
    • FHWA - SMS User
  • WMS
    • Using WMS
    • General Hydrology
    • Urban Hydrology
    • Hydraulics and Floodplain Modeling
    • WMS Feature Requests
    • FHWA - WMS User

Calendars

There are no results to display.


Find results in...

Find results that contain...


Date Created

  • Start

    End


Last Updated

  • Start

    End


Filter by number of...

Joined

  • Start

    End


Group


AIM


MSN


Website URL


ICQ


Yahoo


Jabber


Skype


Location


Interests

Found 11 results

  1. Hello guys, I am still a junior in wms and need a help? how can I know which hydrologic model is better to create hydrograph for a watershed ??? and I have some gauge stations and still not quite sure how to add their depth values to wms interface?
  2. Alaa_1

    Ala

    wms
  3. Hi! I'm currently working on a WMS MODRAT model of keep coming across some weirdness. Certain actions make my WMS window instantly close and there doesn't seem to be a clear-cut pattern. Sometimes WMS closes when I click to start computing basins, or sometimes even something as small as clicking 'NEXT' on the time of concentration wizard will shut me out. I wonder if anyone else is having these issues as well? Another question I have, unrelated to the crash bug, has to do with having MODRAT calculate my Tc for me. It lists out which basin parameters are missing and in my case, a couple o
  4. Hi, I'm a student and I'm woking with WMS 11.0, I want to run a stochastic simulation using Manning's coefficients as Stochastic variables, the results of the simulation yields that there is a 100% fllod or 0% wich I think is not accurate, plus there is an error message that seems to pop u during the simulation about WMSRAS.exe. I don't know how to fix the problem. Thanks in advance for your help.
  5. Hi, I've been a heavy WMS user for over 3 years and recently started using the NSS model, and was wanting to know if someone could provide some clarification regarding how WMS is computing the watershed geometric characteristics for input into the regression equations. The regression equations I'm using require an area, a channel slope (at 10/85%), and a main-channel length. I've created a watershed model that is performing satisfactorily, but some of the geometric output numbers are a bit puzzling, specifically the channel length parameter. I've compared WMS output to my own measur
  6. I am having a problem with my WMS 10.1.17 where when I run the CleanDam tool and accept changes, but the resultant grid still has depressions. It isn't readily apparent until I run a GSSHA simulation and look at the ponding. When I turn on digital dams in display properties I get no display of digital dams, however when I look at the flow directions with my depth grid, I can plainly see all four arrows pointing inward and a pond. I turn on elevations display values which confirms the flow directions honor the elevation file. I have tried running CleanDam externally from WMS as well with no
  7. Hi all, Why there's a difference in elevations between DEM data from USGS using WMS and google earth? I used DEM data from here: https://dds.cr.usgs.gov/srtm/version2_1/SRTM3/ Is there a better accurate more updated source? Thanks,
  8. Dear All: I have a problem related to use WMS for building the bathymetry of Ce-Qual-W2. I closely followed the tutoiral :http://wmstutorials-10.0.aquaveo.com/35%20WaterQualityModeling-CEQUALW2.pdf. The problem is : 1. For 6.2 Create Branches, I want to only build one branch for my research area. After I created branch coverage, should I also right-click on the “Branch” coverage and select Build Polygon? When I do like this, the wms was crashed (I tested several times). 2. If I didn't build the polygon for my branch, I can continue to build the segment. However, when I finis
  9. Hello, I'm currently using GSSHA to model overland flow processes in a depression-dominated watershed. I've successfully mapped and retained the depressional characteristics of this basin, and have retained these features in the model and subsequent simulations. Now, I'd like to be able to determine the rate at which depressions fill from overland flow, and determine the extent of surface water connectivity between depressions using water depth contours at various times during a simulation. Is this possible using built-in WMS tools? Thanks, David
  10. Hi all, Why there's a difference in elevations between DEM data from USGS using WMS and google earth? I used DEM data from here: https://dds.cr.usgs.gov/srtm/version2_1/SRTM3/ Is there a better accurate more updated source? Thanks,
  11. WMS 10.1 Has been updated!The full installation can be downloaded here.The Tutorials can be found here.Bug fixes can be found here.
×
×
  • Create New...