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Topic: “how to "delay" the flow”
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Subject: how to "delay" the flow
Posted: 2/13/2007 Viewed: 42371 times I am applying the WEAP to the Volta basin (West Africa), concentrating on the rainfall-runoff routine. In the Volta basin, there is a shift of several months between rainfall and runoff signals. I am not able to reproduce properly this with WEAP's rainfall-runoff method (even exagerating values of severall parameters like the runoff-infiltration partition parameter, the GW hyd. conduc, or the crop coefficients). Any suggestions? Thanks, Anne |
Subject: RE: how to "delay" the flow
Posted: 9/26/2007 Viewed: 42365 times In my opinion, for such large basins you would need a different model, one that will do some hydraulic routing (not available in WEAP). Possibly a distributed or semi-distributed model along with some decent data for calibration can do it. Do you have good runoff and rainfall measurement? Spyros Michas |
Subject: Re: how to "delay" runoff
Posted: 9/26/2007 Viewed: 42361 times through LAI (Leaf Area Index) in WEAP's two-bucket method. The bigger the LAI (i.e. more plant canopy) is, the smaller the magnitude of the runoff would be. This means more water available in the root zone which gradually contributes to a prolonged runoff event. Remember, runoff in WEAP is not only a function of LAI, but also a function of z1 (root zone moisture content). good luck !! ************************************************************** Mohammad Rayej, Ph.D., P.E. Senior Engineer, W.R. California Department of Water Resources Statewide Water Planning Branch 901 P Street, 2nd Floor Sacramento, CA 94236 (916)-653-8017 rayej@water.ca.gov |
Topic: “how to "delay" the flow”