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GroundWater Input Variables in #SWMM5

GroundWater Input Variables in #SWMM5pic.twitter.com/YFesyI5Dpt — Robert E Dickinson (@RDickinson) February 12, 2017

All GroundWater Equations in #SWMM5 and #InfoSWMM

All GroundWater Equations in #SWMM5 and #InfoSWMMpic.twitter.com/gobhqIwcLV — Robert E Dickinson (@RDickinson) February 11, 2017

Medium Post Link - My Top 10 Reasons for preferring InfoSWMM over SWMM 5 based on my Experience

I just published “My Top 10 Reasons for preferring InfoSWMM over SWMM 5 based on my Experience” https://t.co/eNP3GYRLKU — Robert E Dickinson (@RDickinson) February 4, 2017

EP8: "Hit or Stay, a Bet on @21" w/ guest balajis

Innovyze Releases InfoWater SA Product Portfolio of Next-Generation GIS-Based Water Modeling Solutions

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Innovyze Retires InfoWorks WS with Launch of More Powerful Next-Generation InfoWorks WS Pro Water Distribution Systems Modeling Software

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#LID Defaults from the EPA SWC

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#LID Defaults from the EPA SWC The following defaults are from the EPA Stormwater Calculator https://www.epa.gov/water-research/national-stormwater-calculator
A few of these parameters such as the capture ratio are not parameters in InfoSWMM Sustain
There are some additional points to keep in mind when applying LID controls to a site: 1.      The area devoted toDisconnection,Rain Gardens, andInfiltration Basinsis assumed to come from the site’s collective amount of pervious land cover while the area occupied byGreen Roofs,Street PlantersandPorous Pavementcomes from the site’s store of impervious area.
2. Underdrains (slotted pipes placed in the gravel beds ofStreet PlanterandPorous Pavementareas to prevent the unit from flooding) are not provided for. However since underdrains are typically oversized and placed at the top of the unit’s gravel bed, the effect on the amount of excess runoff flow bypassed by the unit is the same whether it flows out of the underdrain or simply runs off…