SWMM5 - Stormwater Management Model
SWMM 5, Watersheds, Water Quality,Hydrology, Hydraulics - Watersheds
-
Gene Rovak
- Male
- Saint Louis, MO
- United States
- Share
- Share on Twitter
- Share on Facebook
Last View: 2:06PM, 22 Jul 10
Last On: 8:36AM, 10 Dec 08
- Blog Posts
- Discussions
- Groups
- Photos
- Photo Albums
- Videos
Gene Rovak's Page
Gifts Received
Gene Rovak has not received any gifts yet
Profile Information
- Relationship Status:
- Married
- About Me:
- Civil engineer specializing in stormwater hydrolics and hydrology. Developed two-way multibasin routing model in 1970's, have been doing stormwater and other hydraulic modeling since then. Particular specialty interior drainage 0f leveed areas.
- Website:
- http://www.hornershifrin.com
- Preferred Language
- English (U.S.)
Latest Activity
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…
Creating Clearer Climate Computer Codes
by Eli Kintisch on 3 September 2010, 12:01 PM | Permanent Link | 2 Comments
EmailPrint|More
PREVIOUS ARTICLE NEXT ARTICLE
British software engineers Nick Barnes and David Jones have spent the past 3 years t…
(via RSS Pages)
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…
------------------------
Build 5.0.020 (08/23/10)
------------------------
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…
© 2010 Created by Robert E Dickinson.
Powered by 
.
Comment Wall (1 comment)
You need to be a member of SWMM5 - Stormwater Management Model to add comments!
Join SWMM5 - Stormwater Management Model