Jump to content
GMS, SMS, and WMS User Forum


  • Content Count

  • Joined

  • Last visited

Community Reputation

0 Neutral

About Alaa_1

  • Rank
  1. Dear Chris, @Chris Smemoe in wms , I created new coverage type rain gauge and inputted depth values in mm for 12 rain gauge stations of one watershed : I wanna create hydrograph using HEC-1 model to find the peak discharge value of the watershed based on these depths values of the stations for a return period of 2 years and 5 min duration . I simulated the model and got the hydrograph . but the problem is the hydrograph shows no discharge (flat curve ) as shown in the enclosed picture here why does that ? ?? please notice the precipitation depths in the first picture.( the curv
  2. among the hydrological models which model is better when studying an intermediate watershed?
  3. Thanks Chris!
  4. 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?
  5. Alaa_1


  • Create New...