Wednesday, July 2, 2008

Spatial Step

SWMM 3,4,5 uses a spatial step equal to the length of the link. Or, in terms of the 1D St. Venant Equation for the calculation of flow used in SWMM 5:







In which is the length of the conduit.



The program will calculate the cross sectional area, hydraulic radius top width and depth at the upstream, midpoint and downstream sections of the link. The link solution is pivoted on the midpoint cross sectional area in the dominant dynamic wave terms and

and the non-linear term in the dynamic wave equation uses the upstream and downstream link cross sectional areas. In the finite difference equation in SWMM 5 the pipe shown below would have one length but use the cross sectional information from the upstream, midpoint and downstream points of the link.



The bend in the pipe would be modeled using the "other" category of losses








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More Information about the Stormwater Management Model (SWMM) for watershed water quality, hydrology and hydraulics modelers can be found at these additional WebSites. Wikipedia SWMM EPA SWMM 5 Site SWMM 3,4 to 5 Conversion Tools SWMM5.COM SWMM-Espanol Google Group SWMM 2000+ HHWQ SWMM 5 Blog UDFCD Computational Tools and USDCM Support InfoSWMM H20MapSWMM OSU SWMM 4 Site The blog format here is very linear but you can navigate by using the Labels in the right sidebar - I have tried to make each of the labels correspond to the name of the Blog. The names of the blogs are the same here and in SWMM2000, Wordpress and Posterous.
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