Robert


Male
52 years old
TAMPA, Florida
United States



Last Login: 7/27/2008
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    Robert's Interests
Generalthe Future

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MusicGarbage
MoviesAny good movie from the past, present and future
TelevisionSurvivor, Tontine,
BooksAny RAH book
HeroesMy Family

     Robert's Details
Status:Married
Here for:Networking
Orientation:Straight
Body type:Some extra baggage
Ethnicity:White / Caucasian
Religion:Agnostic
Zodiac Sign:Libra
Children:Proud parent
Education:Grad / professional school
Occupation:Engineer

   Robert's Schools
University Of Florida
Gainesville,FL
Graduated: 1985
Student status: Alumni
Degree: Master's Degree
Major: Environmental Engineering
Clubs: EAG
 

1973 to 1990



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   Robert's Blurbs
About me:
More Information about the Stormwater Management Model (SWMM) for watershed water quality, hydrology and hydraulics modelers can be found at these additional WebSites. Wikipedia SWMM EPA SWMM 5 Site SWMM 2008 SWMM5.COM Google SWMM 2000 Site Dynsystem SWMM Google Group SWMM-Espanol Google Group HHWQ SWMM Conversion SWMM 5 Blog SWMM 5.0.013 Ning Site SWMM 2009 Ning Site SWMM Notes swmm5information Ning Site UDFCD Computational Tools and USDCM Support MWH Soft



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Who I'd like to meet:
Robert Heinlein

   


   Robert's Friend Space (Top 3)
Robert has 3 friends.
 Tom 


 Jason 


 GMM 





Robert's Friends Comments
Displaying 3 of 3 comments  ( View All | Add Comment )
Jason





Jul 15 2008 4:48 PM

Haha.. nice to see you on here again Doone. Florida was fun, but I am glad to be back. As for Nashville, you should check it out again... MANY changes here the past 10 years, including the arrival of the Titans & Predators!
Robert





Jul 13 2008 2:31 PM

Purpose: The purpose of this note is to explain a significant dynamic wave routing difference between EPA SWMM 5.0.013 and EPA SWMM 5.0.011 and before. A few people have detected a difference. The previous solution(s) would use only the midpoint area (Amid) and hydraulic radius (Rmid) in the dynamic wave solution.
The new solution will use a slider or linear combination of the midpoint area (Amid) and hydraulic radius (Rmid) and the upstream cross sectional area (A1) and hydraulic radius (R1). The slider is based on the Froude number in the link. The change involves the A and R link spacing in the two dominant terms of the St.
Venant Equation:



The new method is a linear combination or slider that weights the value of A and R in the St.
Venant Equation based on the value of rho (
), or



where, <a href="http://en. wikipedia. org/wiki/R
Robert





Jul 13 2008 2:28 PM

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