SWMM5 - Stormwater Management Model

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At 5:49pm on March 29, 2008, RED said…
zwani.com myspace graphic comments
At 10:54pm on March 27, 2008, RED said…
Joseph,

The convergence depends a lot on the time step you are using in Runoff, the quickness of the rainfall hyetograph and the amount of infiltration plus evaporation loss from the stored water on the subcatchment or watershed. If you are having convergence problems then the easiest and quickest method of solution is to lower your WET time step. BTW, the SWMM 4 overlnd.for code for the iterations is a combination of Newton-Raphson and Richardson extrapolation.

Regards,
Robert E Dickinson
UF,ESE, UF, XP,CAiCE, CDM, MWH

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MWH Soft Releases InfoSWMM and H2OMAP SWMM Version 8.5, Leveraging the Latest EPA SWMM5 Functionality Newest Iteration of Industry-Leading Geospatial Urban Drainage Modeling and Design Software Delivers Expanded Engineering Simulation Value ...
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