Channel Design Considering Storage
Channel Design Considering Storage
(OP)
How do I model a concrete channel in HydroCAD so I can account for a channel slope and storage.
INTELLIGENT WORK FORUMS
FOR ENGINEERING PROFESSIONALS Come Join Us!Are you an
Engineering professional? Join Eng-Tips Forums!
*Eng-Tips's functionality depends on members receiving e-mail. By joining you are opting in to receive e-mail. Posting GuidelinesJobs |
Channel Design Considering Storage
|
RE: Channel Design Considering Storage
HydroCAD-8 also adds the Muskingum-Cunge Routing procedure (as used in the current Win-TR20 software) which provides a complete kinematic routing. Again, please see the manual for details. But please note that this is a very complex routing procedure, and should be used only when necessary. Otherwise, stay with the default routing procedure.
RE: Channel Design Considering Storage
RE: Channel Design Considering Storage
Tailwater cability in a channel generaly requires a full water surface profile with specialized software such as HEC-RAS. See the previous link for details.
Perhaps if you explained exactly what you were trying to model I could be more helpful...
RE: Channel Design Considering Storage
RE: Channel Design Considering Storage
Remember that the primary purpose of a HydroCAD model is hydrograph generation and runoff. Aspects of the drainage system that don't effect the hydrograph can often be omitted from the model. Please see www.hydrocad.net/howto.htm
RE: Channel Design Considering Storage
RE: Channel Design Considering Storage
RE: Channel Design Considering Storage
thanks
RE: Channel Design Considering Storage
RE: Channel Design Considering Storage
I've answered your question in a new thread so others can find it!