Note: Comparison of the H2OMAP SWMM Hazen Williams
In this example, we compare the force main head loss in four links in H20Map SWMM to the head loss in a steady state HazenWilliams s
Table 1. Steady State comparison
Figure 1. H2OMAP SWMM Wet Well, Pump, Force Main and Gravity Main Network
Figure 2. Constant Pump Flows
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Autodesk Technologist with Information about Stormwater Management Model (SWMM) for watershed water quality, hydrology and hydraulics modelers (Note this blog is not associated with the EPA). You will find Blog Posts on the Subjects of SWMM5, ICM SWMM, ICM InfoWorks, InfoSWMM and InfoSewer.
Showing posts with label Comparison of the H2OMAP SWMM Hazen Williams Force Main Solution to a Steady State HW Solution. Show all posts
Showing posts with label Comparison of the H2OMAP SWMM Hazen Williams Force Main Solution to a Steady State HW Solution. Show all posts
Thursday, November 24, 2011
Comparison of the H2OMAP SWMM Hazen Williams Force Main Solution to a Steady State HW Solution
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