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Pcswmm kinematic vs dynamic
Pcswmm kinematic vs dynamic





I agree with Bob Dickinson that the I1 data was missing - after I put

pcswmm kinematic vs dynamic

YourĮrror will go down if you crank these down although the model may take a The manual recommends bet 0.001-0.005 for both. It looks like yours is set to 1 rightĬheck your simulation tolerances as well (SURTOL and SURJUN) for flow and Typically I have seen this value bet 50-100. Reducing your time step even more (say 1 or 2 sec).Īlso, you may want to check the maximum # of iterations (ITMAX) and Your output file shows thatįor Conduit# HCT9005L, the Courant time step was 5 sec. The model will have a greater degree of stability if youĬhoose a timestep =< the Courant Time Step. Length of the shortest conduit (the limiting factor in your modelīasically).

pcswmm kinematic vs dynamic pcswmm kinematic vs dynamic

Extran does not like negative slopes so also take a look forĪny neg slopes (HCT9005L) and simply redefine the conduit for a positiveįurther, the courant time step is the time it takes a wave to travel the The length of your simulation in order to "get all of the water out" of Your output file shows that you haveīackflow in a majority of your conduits. Continuity error is computed on a junction by junction basis and thenĪveraged over the entire system.







Pcswmm kinematic vs dynamic