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Robert Dickinson commented on Robert Dickinson's group Stream of Information
"At the Summit of Olympus Mons Credit: G. Neukum (FU Berlin) et al., DLR, ESA From martian orbit, the Mars Express cameras looked down on the largest volcano in the solar system. The result was this stunningly detailed overhead view of the…"
6 hours ago
Robert Dickinson replied to Robert Dickinson's discussion How is the St Venant Equation Solved for in the Dynamic Wave Solution of SWMM 5?
"Subject:   Link Iterations in the SWMM 5 Dynamic Wave Solution   Each of the links in the SWMM 5 network can use up to 8 iterations to reach convergence during a time step in the dynamic wave solution of SWMM 5.  The rules…"
20 hours ago
Robert Dickinson left a comment for wu ze jian
23 hours ago
Robert Dickinson posted a discussion

How is the St Venant Equation Solved for in the Dynamic Wave Solution of SWMM 5?

Subject:   How is the St Venant Equation Solved for in the Dynamic Wave Solution of SWMM 5? An explanation of the four St. Venant Terms in SWMM 5 and how they change for Gravity Mains and Force Mains. The HGL is the water surface elevation in the upstream and downstream nodes of the link. The HGL for a full link goes from the pipe crown elevation up to the rim elevation of the node + the surcharge depth of the node.  The four terms are: dq2 = Time Step * Awtd * (Head Downstream – Head Upstream)…See More
23 hours ago
Robert Dickinson added a page to the group Hydraulics
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Force Main Friction Loss in InfoSWMM and the Transition from Partial to Full Flow

Subject:  Force Main Friction Loss in InfoSWMM and the Transition from Partial to Full Flow You can model Force Main friction loss in InfoSWMM using either Darcy Weisbach or Hazen Williams as the full pipe friction loss method (see Figure 1 for the…
yesterday
Robert Dickinson commented on Robert Dickinson's group Hydraulics
yesterday
Robert Dickinson's blog post was featured

SWMM 5 Precipitation Options

Subject:  SWMM 5 Precipitation Options You can have design storms, monitored storms of any length of the time from minutes to centuries, use intensity, volume or cumulative precipitation, use both rainfall and snowfall in the same rain gage depending on temperature, use both time series or external files for the rain gage and have unlimited rain gages with the limitation of one rain gage per subcatchment.  …See More
yesterday
Robert Dickinson posted a blog post

SWMM 5 Precipitation Options

Subject:  SWMM 5 Precipitation Options You can have design storms, monitored storms of any length of the time from minutes to centuries, use intensity, volume or cumulative precipitation, use both rainfall and snowfall in the same rain gage depending on temperature, use both time series or external files for the rain gage and have unlimited rain gages with the limitation of one rain gage per subcatchment.  …See More
yesterday
Robert Dickinson commented on Robert Dickinson's group Stream of Information
"Pacheena Indian Reserve, British Columbia, Canada May. 25, 2012 "
yesterday
Robert Dickinson commented on Robert Dickinson's group Stream of Information
"All the Water on Europa Illustration Credit & Copyright: Kevin Hand (JPL/Caltech), Jack Cook (Woods Hole Oceanographic Institution), Howard Perlman (USGS) Explanation: How much of Jupiter's moon…"
Friday
Robert Dickinson's 2 blog posts were featured
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Robert Dickinson posted blog posts
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Robert Dickinson commented on Robert Dickinson's group Water Quality
"URBAN STORMWATER QUANTITY/QUALITY MODELING USING THE SCS METHOD AND EMPIRICAL EQUATIONS† http://onlinelibrary.wiley.com/doi/10.1111/j.1752-1688.1997.tb04093.x/abstract May 24, 2012 Wiley Online Library will be disrupted on 26 May from…"
Thursday
Robert Dickinson commented on Robert Dickinson's group Water Quality
"Hi MeHa,  Here is one good source of data, I also have the SWMM 5 models for the USGS areas. http://www.1000friendsofflorida.org/pubs/stmarksgreen/apend4.asp http://sofia.usgs.gov/publications/ofr/78-324/ofr-78-324.pdf "
Thursday
MeHa commented on Robert Dickinson's group Water Quality
"I want to model WQ of sewers. Can any body provide me a network with real measured calibration files? "
Thursday
MeHa posted a status
"Hello, When designing a sewer system, we consider the Node Flooding and Conduit surcharge in the status report. Is there any guideline which"
Thursday
Quah Soon Tong left a comment for Esther Bergareche Auricenea
"Hi Esther, I am not sure you are the same Esther that was at the United World College in South Wales with me. I am Quah Soon Tong from Singapore. I noticed you are also an engineer. I did Civil Engineering at Cambridge University, but practised as…"
Thursday
Quah Soon Tong is now a member of SWMM5 - Stormwater Management Model
Thursday
Robert Dickinson commented on Robert Dickinson's group Stream of Information
"River Canyon May. 23, 2012 "
Wednesday
Robert Dickinson commented on Robert Dickinson's group Stream of Information
"Litla Dimun, Faroe Islands May. 23, 2012 "
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Water Quality

SWMM Water Quality

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Water Quality Related Notes

Started by Robert Dickinson. Last reply by Robert Dickinson Jan 24, 2011. 3 Replies

Lake Eutrophication PDF Files

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Comment by Robert Dickinson on Thursday

URBAN STORMWATER QUANTITY/QUALITY MODELING USING THE SCS METHOD AND EMPIRICAL EQUATIONS†

http://onlinelibrary.wiley.com/doi/10.1111/j.1752-1688.1997.tb04093...

May 24, 2012

  • Wiley Online Library will be disrupted on 26 May from 10:00-12:00 BST (05:00-07:00 EDT) for essential maintenance

  • nonpoint source pollution;
  • urban runoff quality;
  • modeling;
  • stormwater management;
  • SCS;
  • NPDES

ABSTRACT: Runoff depth and pollutant loading (Biological Oxygen Demand [BOD5], Total Suspended Solids [TSS], Total Kjeldahl Nitrogen [TKN] and lead [Pb]) computations of urban stormwater runoff from four small sites (i.e., 14.7–58.3 ac) in South Florida were performed using the Soil Conservation Service (SCS) hydrology method and empirical equations developed by the U.S. Environmental Protection Agency (EPA). Each site had different predominant land uses (i.e., low density residential, high density residential, highway and commercial). Quantity and quality data from 95 storm events at these sites were measured by the U.S. Geological Survey (USGS), and used for calibration of the methodology to derive appropriate input parameters. Calibrated input parameters were developed for each land use to test the applicability of the methodology in small sub-tropical urban watersheds, and to provide hydrologists with a way to select appropriate parameter values for planning studies. A total of 16 independent rainfall events were used for verification of the methodology. Comparisons of predicted versus measured data for both hydrographs and pollutant loadings were performed.

Comment by Robert Dickinson on Thursday
Comment by MeHa on Thursday

I want to model WQ of sewers. Can any body provide me a network with real measured calibration files? 

Comment by Robert Dickinson on February 5, 2011 at 7:58am
From Carlos:  I need help!  I am researching for samples stormwater quality simulation models that was prepared as requirements of an environmental impact report (EIR) or EIS that showed the impacts of storm water runoff at buildout stage of a large development is less-than-significant.
Comment by Robert Dickinson on December 27, 2010 at 9:42am

Global Rivers Emit Three Times IPCC Estimates of Greenhouse Gas Nit...

ScienceDaily (Dec. 27, 2010) — What goes in must come out, a truism that now may be applied to global river networks. Human-caused nitrogen loading to river networks is a potentially important source of nitrous oxide emission to the atmosphere. Nitrous oxide is a potent greenhouse gas that contributes to climate change and stratospheric ozone destruction.

Comment by Robert Dickinson on November 21, 2010 at 8:57am
Comment by Mario Miranda on April 17, 2010 at 3:24am
Thanks for the examples. I will try it out on Monday. Also what is the difference between EPA SWMM5 and other vendor SWMM like PCSWMM, XPSWMM, etc., Do any of them have better functionality., w.r.t to water quality modeling capabilities.
Comment by Robert Dickinson on April 15, 2010 at 5:55pm
SWMM 5 Water Quality Example Files
File Name Description
RUNOFF3_SW5.INP STEVEN''S AVENUE DRAINAGE DISTRICT LANCASTER PA
RUNOFF20_SW5.INP Runoff Example # 20 - PCSWMM 3.2 EXERCISE 5
RUNOFF21_SW5.INP SUSPENDED SOLIDS AND BOD POLLUTOGRAPH SIMULATION
RUNOFF22_SW5.INP RUNOFF EXAMPLE # 22 - SIMULATION OF EROSION
RUNOFF23_SW5.INP A wide parabolic channel between 301 and 401
RUNOFF31_SW5.INP PCSWMM 3.2 EXERCISE 5 - Runoff example 31
RUNOFF41_SW5.INP Runoff example 41 - Input of constant groundwater quality
RUNOFF42_SW5.INP Precipitation quality only
RUNOFF43_SW5.INP BROWARD COUNTY Multi FAMILY SITE - Runoff example # 43
RUNOFF44_SW5.INP HDR STORM USGS STORM # 3 May 5 1977
RUNOFF45_SW5.INP BROWARD COUNTY Multi FAMILY SITE
RUNOFF46_SW5.INP BROWARD COUNTY Multi FAMILY SITE
RUNOFF47_SW5.INP BROWARD COUNTY Multi FAMILY SITE - Runoff example # 47
Comment by Mario Miranda on April 15, 2010 at 5:52pm
Are there any examples of SWMM stormwater quality models in EPA or public domain. I am looking to implementing bacteria TMDL in run off into storm drains. Any pointers how to proceed.
 

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