Lake Spillway Design
Lake Spillway Design
(OP)
To model a lake in hydrocad with a normal pool elevation set by the primary spillway, is it necessary to define any area under the pool elevation?
Also, should the lake be included in the watershed, noted by defining the lake and watershed separately inside the subcatchment?
Also, should the lake be included in the watershed, noted by defining the lake and watershed separately inside the subcatchment?
RE: Lake Spillway Design
To allow for rainfall on the surface of the pond you need to model this area as part of an adjacent subcatchment, or as a separate subcatchment with Tc=0 and CN=98+
Peter Smart
HydroCAD Software
www.hydrocad.net