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"I think you need to use a program like PySWNM if you want to pick one set of design parameters based on previous results."

Example SWMM5 Models is a good description. They a lot of the SWMM5 hydrology, water quality, LID and hydraulics.

There are 85 files on my Google Drive. The link shown below should let you download the files.…

There are 85 files on my Google Drive. The link shown below should let you download the files.…

Experimenting with the newer block editor of WordPress:

FEATURES OF THE 1D ST VENANT SOLUTION FOR SWMM5, INFOSWMM, AND ICM SWMM NETWORKS https://swmm5.org/2020/07/05/features-of-the-1d-st-venant-solution-...

FEATURES OF THE 1D ST VENANT SOLUTION FOR SWMM5, INFOSWMM, AND ICM SWMM NETWORKS https://swmm5.org/2020/07/05/features-of-the-1d-st-venant-solution-...

Features of the 1D St Venant solution for SWMM5, InfoSWMM, and ICM SWMM Networks

Question: How does SWMM5 solve the 1D St Venant Equation in its conceptual Link/Node Network? Answer: See these graphs of the solved for variables in the solution. 1/ There is also an ArcEngine ver…

Question: How does SWMM5 solve the 1D St Venant Equation in its conceptual Link/Node Network? Answer: See these graphs of the solved for variables in the solution. 1/ There is also an ArcEngine ver…

Experimenting with the newer block editor of WordPress:

FEATURES OF THE 1D ST VENANT SOLUTION FOR SWMM5, INFOSWMM, AND ICM SWMM NETWORKS https://swmm5.org/2020/07/05/features-of-the-1d-st-venant-solution-...

FEATURES OF THE 1D ST VENANT SOLUTION FOR SWMM5, INFOSWMM, AND ICM SWMM NETWORKS https://swmm5.org/2020/07/05/features-of-the-1d-st-venant-solution-...

Question: How does SWMM5 solve the 1D St Venant Equation in its conceptual Link/Node Network? Answer: See these graphs of the solved for variables in the solution. 1/ There is also an ArcEngine ver…

Experimenting with the newer block editor of WordPress:

FEATURES OF THE 1D ST VENANT SOLUTION FOR SWMM5, INFOSWMM, AND ICM SWMM NETWORKS https://swmm5.org/2020/07/05/features-of-the-1d-st-venant-solution-...

FEATURES OF THE 1D ST VENANT SOLUTION FOR SWMM5, INFOSWMM, AND ICM SWMM NETWORKS https://swmm5.org/2020/07/05/features-of-the-1d-st-venant-solution-...

Question: How does SWMM5 solve the 1D St Venant Equation in its conceptual Link/Node Network? Answer: See these graphs of the solved for variables in the solution. 1/ There is also an ArcEngine ver…

<blockquote class="twitter-tweet"><p lang="en" dir="ltr">Experimenting with the newer block editor of WordPress: <br> FEATURES OF THE 1D ST VENANT SOLUTION FOR SWMM5, INFOSWMM, AND ICM SWMM NETWORKS <a…

Phillip M. posted on LinkedIn

#EPASWMM #FloodControl #VariableOutletRules #IrrigationScheduling #ReservoirOperations An EPA-SWMM engine feature we found useful sometime back is the ...

#EPASWMM #FloodControl #VariableOutletRules #IrrigationScheduling #ReservoirOperations An EPA-SWMM engine feature we found useful sometime back is the ...

"The Froude Number used to be shown on the SWMM5 Graphs but was taken out in Build 5.1.001 (3/24/2014)

"The link Froude number view variable has been replaced with the link's flow volume, the subcatchment Losses variable has been replaced by two new…"

"The link Froude number view variable has been replaced with the link's flow volume, the subcatchment Losses variable has been replaced by two new…"

"Thanks for joining, Zia. I feel I know you already from other sites."

## Comments

Thank you Robert.

Is it possible to get a reply on a question not directly related to SWMM?

I apologize if I broke the forum rules with it.

it's easy... all you need to do is write like you talk and think... slow your thoughts down so you can capture it on paper!

BMDOkay. Thanks for your help Bob. I'll adjust my width and see how that affects the graph.

Hi Bob, Could you tell me why I have such a sharp corner at the point where the falling limb starts on this hydrograph? I have set up a 'dummy' model with one subcatchment and one conduit just to see the effects of different parameters. For this setup, however, I would expect that the top right corner of the hydrograph would match exactly the top left corner. I have set no infiltration. Thanks! Flow%20Graph%20showing%20discontinuity.PNG

Thanks.... :)

Thanks for your reply Bob. I have now just encountered a - " is not a valid integer - error message. All my subcatchments no longer show in the model! Do you have any suggestions as to what this error is and how I can retrieve my work? Thanks.

Thank you Bob

Hi Bob,

Question for you regarding overland flow travel time from subcatchments to nodes. Does EPA SWMM 5 measure the overland distance from the farthest point of the subcatchment to the centroid of the area? If so, how can I get an accurate flow distance if my desired subcatchment outlet node is on the edge of the subcatchment, not near the centroid? Thanks in advance.

Hi Bob,

Question for you regarding overland flow travel time from subcatchments to nodes. Does EPA SWMM 5 measure the overland distance from the farthest point of the subcatchment to the centroid of the area? If so, how can I get an accurate flow distance if my desired subcatchment outlet node is on the edge of the subcatchment, not near the centroid? Thanks in advance.

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