InfoSWMM

#INFOSWMM, ICM, InfoSWMM, Inside SWMM5, SWMM 5.1.010, SWMM 5.1.011, SWMM 5.1.012, SWMM 5.1.013, SWMM 5.1.014, SWMM5

Time Step Selection in InfoSWMM, ICM SWMM Networks and SWMM5

1st The time step you use in SWMM 5 is controlled from the top by the rainfall interval (Figure 1): 

1.   All of your time steps should be less than the rainfall interval,

2.   The hydrology time step should be less … Read the rest

InfoSWMM

How to Use Excel to Make Random X, Y Coordinates in SWMM 5

Node X Y Rand X Rand Y
A 2465753425 -1799501868 1114137518 -1734364827
B 1220423412 -915317559.2 959332294.5 -427183555.6
C 1207970112 -2970112080 939805860 -417442286.9
D -485678704.9 2970112080 -172000249.5 1835904922
E -2789539228 1388542964 -2050647732 326604825.1
F -4221668742 -130759651.3 -3537896272 -59872442.99
If you have a SWMM 5 file without any X, Y  coordinates you
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2D, Hydrology, InfoSWMM

InfoSWMM Suite Modules

InfoSWMM Suite Modules
DWF Allocator or a tool to estimate dry weather flow for a model based on meters or parcels
InfoSWMM SFEM is a tool to estimate flows based on Census Data and Sewershed Basin Information
RDI Analyst is a tool to estimate the RTK parameters for Infiltration Inflow
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2D, InfoSWMM, SWMM5

Nodes in InfoSWMM and H2OMAP SWMM

Nodes in InfoSWMM and H2OMAP SWMM
Or how the invert, rim elevation, crown elevation of the highest connecting link, pressure depth and flooded depth interact during a simulation.
Level (invert of the Node)
Elevation (crown – surcharged if the HGL is above the crown elevation)
Ground (either
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