Reference Hub for EPA SWMM5, SWMM6, and ICM InfoWorks Modeling

Two Pass InfoSewer Solution

June 24, 2013 / #INFOSEWER, InfoSewer

Two Pass InfoSewer Solution

The d/D you are Mapping is from the 1^st pass or the solution in which the manhole loads are calculated and the program estimates the flow in the links – the flow gives the value of d/D which you are mapping.

The HGL plot is

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#INFOSWMM, ARC GIS

How to Find Duplicate Links in InfoSWMM

June 23, 2013 / #INFOSWMM, ARC GIS

1. Make a table of all From Nodes for all of the links using Conduit Information,
2. Made an output DBF table using the summary command of the Open Attribute Table of Arc Map
3. Joined the output DBF table to the Junction layer
4. Labeled all Nodes that had

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#INFOSWMM, SWMM5

The meaning of Geom1, Geom2, Geom3 and Geom4 in InfoSWMM and H2OMap SWMM

June 21, 2013 / #INFOSWMM, SWMM5

The meaning of Geom1, Geom2, Geom3 and Geom4 in InfoSWMM and H2OMap SWMM pic.twitter.com/ChdI3IQq6t
— RDickinson (@RDickinson) June 21, 2013

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Hydrology

All of the rivers in the USA

June 20, 2013 / Hydrology

Photo: mishagl: All of the rivers – Perhaps inspired by All Streets, Ben Fry’s map of all the streets in the… http://t.co/4xO9KdIdtP

— RDickinson (@RDickinson) June 20, 2013

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InfoSewer

Liu Yang introduces delegates to GIS-Based design solution InfoSewer at a packed @innovyze UK User Group

June 19, 2013 / InfoSewer

Liu Yang introduces delegates to GIS-Based design solution InfoSewer at a packed @innovyze UK User Group http://t.co/wD4Y11Wnkx
— Innovyze (@Innovyze) June 19, 2013

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ICM, InfoSewer, InfoSWMM

H2S Modeling in InfoSewer

June 17, 2013 / ICM, InfoSewer, InfoSWMM

H2S Modeling in InfoSewer, the basic model needs pic.twitter.com/OyfeMekrUU

— RDickinson (@RDickinson) June 17, 2013

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InfoSWMM

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

June 15, 2013 / InfoSWMM

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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#INFOSWMM, InfoSWMM

How to Estimate the Needed Time Step for your Model using DB Tools in InfoSWMM

June 14, 2013 / #INFOSWMM, InfoSWMM

How to Estimate the Needed Time Step for your Model using DB Tools in InfoSWMM pic.twitter.com/zpoZyNPQaq

— RDickinson (@RDickinson) June 14, 2013

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InfoSewer, InfoSWMM

How to Make Custom Labels in InfoSWMM and InfoSewer

June 14, 2013 / InfoSewer, InfoSWMM

How to Make Custom Labels in InfoSWMM and InfoSewer pic.twitter.com/ikx0dxsl01

— RDickinson (@RDickinson) June 14, 2013

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#INFOSWMM, SWMM5

How to simulate a Quasi Steady Run in InfoSWMM, H2OMap SWMM or SWMM 5

June 14, 2013 / #INFOSWMM, SWMM5

How to simulate a Quasi Steady Run in InfoSWMM, H2OMap SWMM or SWMM 5 pic.twitter.com/4un4P19HFo
— RDickinson (@RDickinson) June 14, 2013

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#INFOSWMM, InfoSWMM

Steps in Merging Two InfoSWMM Models without any Scenarios

June 10, 2013 / #INFOSWMM, InfoSWMM

Steps in Merging Two InfoSWMM Models without any Scenariostwitpic.com/cwik9h

— RDickinson (@RDickinson) June 10, 2013

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InfoSewer

InfoSewer sovles Node Heads and Flows using either a Steady State, Design or Extended Period Simulation

June 10, 2013 / InfoSewer

InfoSewer sovles Node Heads and Flows using either a Steady State, Design or Extended Period Simulationtwitpic.com/cwhe8y
— RDickinson (@RDickinson) June 10, 2013

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Hydrology

Losses from a Subcatchment in SWMM 5 are composed of Evaporation + Infiltration = Total Losses

June 4, 2013 / Hydrology

Losses from a Subcatchment in SWMM 5 are composed of Evaporation + Infiltration = Total Lossestwitpic.com/cv8oc5
— RDickinson (@RDickinson) June 4, 2013

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SWMM5

Applicazione di tecnologie BMP ai sistemi di drenaggio urbano

June 2, 2013 / SWMM5

A good thesis from Italy on modelling BMP’s and LID’s in an Urban Environment
Applicazione di tecnologie BMP ai sistemi di drenaggio urbano

Figure 1, Applicazione di tecnologie BMP

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SWMM5

How to Use Map Display to show flooding in H2OMap SWMM

May 30, 2013 / SWMM5

How to Use Map Display to show flooding in H2OMap SWMMtwitpic.com/cubswl
— RDickinson (@RDickinson) May 30, 2013

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General

Making Wastewater Systems Smarter

May 30, 2013 / General

Making Wastewater Systems Smarter

Link http://www.innovyze.com/news/1494/Making_Wastewater_Systems_Smarter

Making Wastewater Systems Smarter

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SWMM5

Custom shape in SWMM 5

May 29, 2013 / SWMM5

You can use a custom shape in SWMM 5 for a closed Link or if it is an open channel then you can use a Transect Section as in HEC-RAS

You use the custom shape,
Make a Table of Depth/Full Depth and Width/Full Depth

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InfoSWMM, LID, SWMM5

Top Width of LID is Important for a Swale in the Subcatchment Dialog

May 27, 2013 / InfoSWMM, LID, SWMM5

Top Width of LID is Important for a Swale in the Subcatchment Dialog twitpic.com/ctmvrq

— RDickinson (@RDickinson) May 27, 2013

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#INFOSWMM

Two Methods to Calibrate RDII RTK parameters in H2OMAP SWMM and InfoSWMM

May 24, 2013 / #INFOSWMM

Two Methods to Calibrate RDII RTK parameters in H2OMAP SWMM and InfoSWMM

There are two methods to calibrate the RTK parameters for RDII Analysis in InfoSWMM and H2OMAP SWMM. The two methods are similar but use a different approach to calibrate the data:

1. The RDII Hydrograph component of

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SWMM5