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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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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

What Node and Link Invert Elevations Does SWMM 5 Use?

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Note: What Node and Link Invert Elevations Does SWMM 5 Use?

SWMM 5 uses the following Node information from the user:

· Node Invert Elevation,

· The Node Rim Elevation which is the Node Invert Elevation + the Maximum node depth

· The Ponded Area when the Ponded Area option is used

· The Surcharge Depth above the Node Rim Elevation

SWMM 5 uses the following link information from the user:

· The Link Upstream Offset Depth or Offset Elevation and

· The Link Downstream Offset Depth or Offset Elevation

· The Link Maximum Depth or Diameter

SWMM 5 calculates the following information internally:

· The Pipe Crown Elevation at the upstream and downstream link nodes. The Pipe Crown is the Pipe Diameter + Link Offsets

· The Node Highest Pipe Crown Elevation,

· The Surcharge Depth above the Rim Elevation if the Node has a Surcharge Pressure Depth at the Node during the simulation,

o If the Surcharge Depth is 0 then the program will either lose the flooded water or store the flooded water during the simulation

· The Flooded Depth above the Rim Elevation if the Node uses the Ponded Area Option

o You have to enter a Ponded Area for the node AND use the Global Allow Ponding Option

SWMM 5 Rules for Pipes

· The Pipe Invert Cannot be below either upstream or downstream node invert – the program will print a warning in the rpt file and set the offset to 0 internally,

· The Pipe Crown Cannot be above the Rim Elevation of the Node – the program will raise the Rim Elevation when this happens and print a warning in the rpt file.

The use of Offset Depth or Offset Elevation for the Link Offsets is based on the user choice at the bottom of the SWMM 5 GUI Map.

Or in the Tools/Preference/Operation dialog of InfoSWMM/H20MAP SWMM

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