Trackfiend
Civil/Environmental
- Jan 10, 2008
- 128
I have been using Hydraflow Hydrographs for some time now and feel fairly efficient with the program in producing runoff for both Rational and SCS methods. I have recently been utilizing SWMM 5.0 more frequently for modeling underground stormwater systems and detention structures. I find the hydrology part of SWMM (i.e. producing runoff, generating flows) cumbersome. I have been exporting the hydrographs from Hydraflow into SWMM 5.0's time series data in order to produce a flow for a particular node.
My question would be is this method acceptable? My runoff rates are exactly the same in SWMM as they are in Hydraflow so I know the conversion works. Am I taking to many steps for an operation that would be easier if I just used SWMM's hydrology capabilities?
My question would be is this method acceptable? My runoff rates are exactly the same in SWMM as they are in Hydraflow so I know the conversion works. Am I taking to many steps for an operation that would be easier if I just used SWMM's hydrology capabilities?