"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…"
SWMM5 - Stormwater Management Model
SWMM 5, InfoSWMM, H20MAP SWMM, InfoSewer for Water Quality,Hydrology, Hydraulics
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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…"
Robert Dickinson left a comment for wu ze jian"Hi, I added this discussion http://swmm2000.com/forum/topics/how-is-the-st-venant-equation-solved-for-in-the-dynamic-wave-solu"
Robert Dickinson posted a discussionHow 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
Robert Dickinson added a page to the group Hydraulics
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…
Robert Dickinson's blog post was featuredSWMM 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
Robert Dickinson posted a blog postSWMM 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
Robert Dickinson commented on Robert Dickinson's group Stream of Information"Pacheena Indian Reserve, British Columbia, Canada
May. 25, 2012
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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…"
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…"
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
"
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? "
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"
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…"
Robert Dickinson commented on Robert Dickinson's group Stream of Information"River Canyon
May. 23, 2012
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Robert Dickinson commented on Robert Dickinson's group Stream of Information"Litla Dimun, Faroe Islands
May. 23, 2012
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SWMM5 (89)
| Featured Discussions |
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 loss coefficienthi what is the suitable loss coefficient for polyethylene pipe 3-5 meter below ground surface? thanks Started by baharehLatest Reply |
difference in two versionsI have face with a strange problem in SWMM. I constructed two models with exactly the same properties. one with SWMM 5.0.13 and the othe wi… Started by baharehLatest Reply |
 Open Records Law and Modelling - comment. Modelling documentation/LOGS(Response to Kenneth L. Orie's discussion of same title) ================================================ The request for model AND all t… Started by Stewart w SargentLatest Reply |
| Discussions | Replies | Latest Activity |
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Rain off modelingI am trying to model rain off structure like parallel spillway before WWTP (actually, it goes to sewer network but it's the same). I am usi… Started by Vasenjka |
3 |
on Tuesday Reply by Vasenjka |
Forced mainHello! I am trying to model system: Storage unit (el 100.00), pump, and then forced main and then some outlet (el 104.00) where pipeline… Started by Vasenjka |
4 |
Apr 30 Reply by Vasenjka |
Uncertainty AnalysisHello everybody I want to examine uncertainty of rainfall duration with the monte carlo method. So I should link SWMM with MATLAB program a… Started by Fateme Fallah |
6 |
Mar 17 Reply by fang |
Hazem Williams coefficientHello: I want to know by Dynamic Wave Modeling, in forced conduction wich H-W coefficient is asigned to the conduits? Thanks! Started by Gimena Carolina Da Cunha |
4 |
Mar 15 Reply by Gimena Carolina Da Cunha |
 SWMM calibration using PESTHas anybody used PEST (http://www.pesthomepage.org/) for calibration or optimization of SWMM parameters? I am looking for a sample Control-… Started by MeHa |
6 |
Mar 15 Reply by MeHa |
Inflow Type Issue: "CONCENTRATION" vs "MASS"I am trying to set a baseline level of a pollutant. This only appears to work when the inflow type "MASS" is selected. Inputting a value… Started by Tobi Reid |
3 |
Mar 13 Reply by Robert Dickinson |
Exporting output data to ExcelCan anyone tell me how to export SWMM's simulation output data to Excel? It appears SWMM won't allow copying and pasting from the output d… Started by Tobi Reid |
2 |
Mar 13 Reply by Tobi Reid |
Report and output files contentHi, I am trying to extract the time series for the simulated subcatchment runoff in a notepad readable file. As known, the .rpt file does… Started by Lionel |
5 |
Mar 1 Reply by Robert Dickinson |
 10,000+ subcatchments to be assigned with outletsHi experts, I am to assign outlet to some 10,000 sub catchments, manually doing it doesn't seem professional. Luckily, name of subcatchme… Started by Kashif Ali |
8 |
Feb 24 Reply by Kashif Ali |
SWMM5 into ArcGISHello, I just want to know if there is a way to use the SWMM5 file in Arcgis in order to measure the elevation of junctions and the other d… Started by Seda Kilic |
0 | Feb 15 |
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