SWMM5 - Stormwater Management Model
SWMM 5, Watersheds, Water Quality,Hydrology, Hydraulics - Watersheds
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Kenneth L. Orie
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- Latrobe, PA
- United States
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Last View: 4:36AM, 5 Dec 09
Last On: 5:36AM, 8 Dec 09
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Kenneth L. Orie's Discussions
Direct inflow at a Node
2 Replies
Started this discussion. Last reply by Kenneth L. Orie Dec. 4, 2009.
Typical Rainfall Data - SWMM
1 Reply
Started this discussion. Last reply by Robert E Dickinson Jan 13.
Calibration Files
3 Replies
Started this discussion. Last reply by Robert E Dickinson Aug. 18, 2008.
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AAAAAAAAAHHHHHHHHHHHHHHH but thank you for the quick reply, I knew it was something stupid....
I guess Forrest Gump was right, "Stupid is as Stupid does"
I am having trouble doing something that I have done a thousand times before, I am trying to directly input flow data into a node, for whatever reason, it refuses to accept it. I go to time series editor, name it, paste it in, view it, and then go t…
I am trying to locate a "typical years" rainfall for the Pittsburgh region for use in a model. I am trying to get away from the single event design sotrm modeling but don't have the resources to analyze 50 years worth of data to find the a years' wo…
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Comment Wall (1 comment)
- At 8:21pm on August 15, 2008,
Robert E Dickinson said… - Hello, Ken!
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MWH Soft Releases InfoWorks and FloodWorks Version 11
New Version Available for Industry-Leading Workgroup Management Modeling Software for Wastewater,
Stormwater, Drinking Water, and River Systems
Broomfield, Colorado USA, September 8, 2010
MWH Sof…
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MWH Soft Releases InfoSewer Version 6.0 for ArcGIS 10
New Version of the Leading Wastewater Modeling and Management Package Leverages Newest Esri Software
Broomfield, Colorado USA, August 31, 2010 — MWH Soft, a leading global innovator of wet in…
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Build 5.0.020 (08/23/10)
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Engine Updates
1. A refactoring bug that prevented SWMM from reading rainfall data
from external rainfall files was fixed. See gage.c.
From the NYT
In Weather Chaos, a Case for Global Warming
The collective answer of the scientific community can be boiled down to a single word: probably.
“The climate is changing,” said Jay Lawrimore, chief of climate analysis at the National Clima…
You should still adjust the width individually for each subcatchment but compare the peak flows for the combined flows to your monitored data. Unless you want to model S1, S2 and S3 together then you are best off estimating the width for each subcat…
Thank you for your help. However, the flow measurement was only taken at the outlet of the whole catchment (Out 1). if i want to calibrate the runoff quantity, how can i obtain the width of the whole catchment? Am i combine the total width of subcat…
Originally, when SWMM was developed the width parameter was the collection length of the subcatchment. For example, it would be the gutter length on a street going to an inlet. In your case one easy way to estimate the Width for the subcatchment goi…
Hello,I am not familiar on using SWMM for quantity and quality modeling. i need some helps here.I have a problem on calibrating the total width of catchment in SWMM quantity modeling. Figure shown below is my studied catchment. the surface runoff is…
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