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Historical SWMM 5 and SWMM 4 Engines and Examples

Subject:  Historical SWMM 5 and SWMM 4 Engines and Examples   The web site has http://swmm5legacycode.ning.com/  historical SWMM 5 installs, SWMM 5 input file examples and SWMM 4 input files and engines.   The SWMM 4 engines go back to SWMM 3.5…
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"Subject:  Historical SWMM 5 and SWMM 4 Engines and Examples   The web site has http://swmm5legacycode.ning.com/  historical SWMM 5 installs, SWMM 5 input file examples and SWMM 4 input files and engines.   The SWMM…"
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SWMM5.NET

15 GPM 1985 1D Components in InfoSWMM 2D 3 Types of Manholes in SWMM 5 and InfoSWMM 3 Types of Subcatchment Flow in SWMM 5 A Basic InfoSewer Wet Well A feedback loop involves four distinct stages A rise in Pipe Inverts Across a SWMM 5 Node A…
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Robert Dickinson replied to Robert Dickinson's discussion How is the St Venant Equation Solved for in the Dynamic Wave Solution of SWMM 5?
"Subject:   Link Iterations in the SWMM 5 Dynamic Wave Solution   Each of the links in the SWMM 5 network can use up to 8 iterations to reach convergence during a time step in the dynamic wave solution of SWMM 5.  The rules…"
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How is the St Venant Equation Solved for in the Dynamic Wave Solution of SWMM 5?

Subject:   How is the St Venant Equation Solved for in the Dynamic Wave Solution of SWMM 5? An explanation of the four St. Venant Terms in SWMM 5 and how they change for Gravity Mains and Force Mains. The HGL is the water surface elevation in the upstream and downstream nodes of the link. The HGL for a full link goes from the pipe crown elevation up to the rim elevation of the node + the surcharge depth of the node.  The four terms are: dq2 = Time Step * Awtd * (Head Downstream – Head Upstream)…See More
Saturday

Pump / Force Main System in InfoSWMM and SWMM 5

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Subject: Pump / Force Main System in InfoSWMM and SWMM 5


The basic system consists of:

· Wet Well and its associated physical parameters,

· Pump Type

· Defined Pump Curve,

· Downstream Pressure Node and

· Downstream Force Main

Figure 1: The Basic System

Step 1: Wet Well Data

Enter the invert elevation, maximum depth of the Wet Well, the physical shape as either a function or shape table and any evaporation or infiltration.

Step 2: Define the Pump Type

The pump type is defined by a Pump Curve and the On and Off elevations:

The four types of pumps are:

· Volume - Flow

· Depth – Flow

· Head – Flow

· Depth - Flow

Step 3: Define the Pump Curve in the Operation Tab

Step 4: Set a Surcharge or Pressure Depth at the Downstream end of the Pump

Any positive Surcharge Depth in the Node will allow the program during the simulation to keep the node under pressure forcing flow through the Force Main.

Step 5: Force Main Data

Define the downstream pipe(s) from the pump as Force Main conduits with either a Hazen Williams or Darcy-Weisbach coefficient (defined in the SWMM 5 options or the Run Manager of InfoSWMM)

Step 6: HGL Plot of the Force Main System

Step 7: Pump Summary in the RPT File

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Tags: /, 5, Force, InfoSWMM, Main, Pump, SWMM, System, and, in

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