In the newer versions of EPA SWMM after (5.0.1.11), there is a new feature of allowing for Add-ins and third-party tools. One such Add-in, the Microsoft Excel, can be very helpful for input data editing and model calibration.
1. To activate the Add
Hyderabad is one of India's most advanced and rapidly growing cities. It has a population of over 10 million people and a GDP of over $100 billion. The city has excellent infrastructure including an international airport, a well-developed motorway ne
Read more…Players in the game of soccer need to be able to move quickly and effectively in order to get the ball past their opponents. This means paying attention to their equipment, not just what they wear, but also what they use to run with. Shoes are one of
Read more…Hi everyone,
I need to run a large number of simulations (approx. 15000) with different sets of LID design parameters. My objective is to get model responses (e.g. infiltration, surface runoff, etc.) against different sets of LID design parameters. I
Read more…How to use SWMM5.exe to make an Output in the RPT file in matlab
test
Read more…Example SWMM5 Models is a good description. They a lot of the SWMM5 hydrology, water quality, LID and hydraulics.
There are 85 files on my Google Drive. The link shown below should let you download the files.
https://drive.google.com/drive/folders/
Read more…Good afternoon
Is it possible to display the Froude number in EPA-SWMM 5.1?
Thanks
Read more…Hi all,
I am reaching out hoping someone can enlighten me with two questions. Thank you all in advance!
I am currently working at simulating the complete sewer system of a municipality. The system is roughly composed of 100 km of pipes, 13 lifting pump
Read more…I´m using inp.pins to create an inp field from shape files of nodes and links but the program just create a inp with nodes, i need to solve this problem any way, using this program or another way to do it.
I´m also have a problem because i don´t hav
Read more…Here are a few example files for SWMM 5 along with associated blogs:
USGS Report
Dual Drainage file link
https://app.box.com/s/jq8i1gzsinibc3cad8zu0b7vdltxk40r
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Hi everyone,
I am currently having problems with calibrating/finding my RTK parameters and derive a unit hydrograph for my wet period simulations, so any help is more than appreciated!!
I have set up my DWF and flow patterns, and I have calibrated my
Read more…Has anybody used PEST (http://www.pesthomepage.org/) for calibration or optimization of SWMM parameters? I am looking for a sample Control-file, Template-file and Instruction-file. Or is there another easier/better alternative?
Read more…Hi,
I am trying to make a link between SWMM and MATLAB (couple operation) to derive optimal policies. So, I call SWMM in MATLAB in each function evaluation process and need its results for decision making of optimization algorithm.
The problem is that
Read more…Good day
I am using daily rainfall data to model my catchment. For the time series, does rainfall have to be 7 digits. for instance, 0mm of rain inserted as 0000000 and 2,2mm as 000002,2. my supervisor has told me to use this way of inserting data. w
Read more…I want to use 3-hour rainfall data from 12-01-2002 to 05-31-2010 for my rain gage, but every time I ran the model, it always appears error 321 no data in rainfall interface file for gage or error 319 invalid format for rainfall interface file. How c
Read more…Greetings fellow SWMMers,
I am working on my masters project and I am struggling to get the output of my model to match with the precipitation data I have.
My precipitation data indicates that I should have about 50 inches of cumulative rainfall for th
Read more…I am modeling a small (<1acre) pervious area and running continuous simulations of ~ 2yrs to check the impact of various depression storage values. Based on the SWMM manual and other sources I assumed the total runoff and outflow would be reduced pr
Read more…Hello,
I don't know if I've missed something, but I've been trying to plot two time series in a single plot (precipitation and runoff) in EPA SWMM5, but I cannot find how I can reverse one y-axis (for the precipitation) so that I have bars pointing d
Read more…hello all.i run a model of 41 sub catchments and want to see the runoff Peaks from 24 years simulated rainfall data.finally i got two sub catchs(S80 & S81) result around 4cms.and i had to do LID placement in both catchs and i do place 4 raingarden,
Read more…hello all.i run a model containing 41 sub catchments and want to see the runoff Peaks from 24 years simulated rainfall data.finally i got two sub-catchs(S80 & S81) result around 4 cms and i had to do LID placement in both catchs and i do place 4 TO 5
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