SWMM5 - Stormwater Management Model

SWMM 5, InfoSWMM, H20MAP SWMM, InfoSewer for Water Quality,Hydrology, Hydraulics

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Kashif Ali replied to Kashif Ali's discussion '10,000+ subcatchments to be assigned with outlets'

Hello Robert, Here is the .inp file for your review, if you can see how large data can be handled by excel add-on http://www.mediafire.com/?a5u64plrksd3tec

1 hour ago

Kashif Ali replied to Kashif Ali's discussion '10,000+ subcatchments to be assigned with outlets'

1 hour ago

Kashif Ali replied to Kashif Ali's discussion '10,000+ subcatchments to be assigned with outlets'

Thanks Rui for your time and efforts to go through this project, By using GIS functions and adding fields in attribute files, the sub catchments are now linked with their appropriate outlets. Also, rather than, loading all hydrologic and…

1 hour ago

Kashif Ali replied to Kashif Ali's discussion '10,000+ subcatchments to be assigned with outlets'

Thanks Robert, It really what I needed - without reading the manual, I was trying each option in the swmm to see if there is way to export the data in excel format. However, data being too large, excel simply says sorry with this message (This…

2 hours ago

Rui Daniel Pina replied to Kashif Ali's discussion '10,000+ subcatchments to be assigned with outlets'

Please try inp.PINS and select inpTools --> Subcatchments connection (https://sites.google.com/site/inppins/) You can also edit inp text file, or even use GIS functions.

19 hours ago

Rui Daniel Pina commented on MeHa's blog post 'ArcGIS data into SWMM'

inp.PINS worked just fine! Kashif, Please see the message I send you with my results data. The data you send me needed to be "SWMM formated". I did some of this: 1 - Assign invert elevation to nodes from links shp - GIS join; 2 - Define…

19 hours ago

Robert Dickinson commented on Robert Dickinson's group 'Stream of Information'

After Hours: 120,900 radar images of US weather systems stitched together to form a 14-year weather time-lapse. [reddit.]

yesterday

Maximum Surcharge Height Over Crown Explanation

Note: Maximum Surcharge Height Over Crown Explanation Here is an example of how the Maximum Surcharge Height over the Node Crown is calculated. Consider a manhole with an invert of 10 feet, one incoming pipe (Pipe A), one outgoing pipe (Pipe B), both pipes with a diameter of 2 feet, but the invert of Pipe A is 10 feet and the invert of Pipe B is 11 feet. What is the Maximum Surcharge height if the HGL at the node is 17…See More

Blog post by Robert Dickinson Wednesday

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ash is now a member of SWMM5 - Stormwater Management Model Tuesday

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Robert Dickinson commented on Robert Dickinson's group 'Stream of Information'

A flood warning sign starts to disappear below floodwaters near Charleville, Australia. (Reuters / Queensland Police Service)

Tuesday

Robert Dickinson replied to Kashif Ali's discussion '10,000+ subcatchments to be assigned with outlets'

You can save the SWMM 5 input file to Excel using this tool and then use Excel to populate the OUTLET column http://www.swmm2000.com/xn/detail/2039064:Note:1021

Tuesday

10,000+ subcatchments to be assigned with outlets

Hi experts,I am to assign outlet to some 10,000 sub catchments, manually doing it doesn't seem professional.Luckily, name of subcatchment is same name of junction (outlet)i.e.Subcatcment Junction177119 177119177123 177123177126 177126263803 263803263806 263806These are not in particular sequence but name of subcatchment is always same as of junction.Any clueThanks in advanceSee More

Discussion posted by Kashif Ali Tuesday

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Robert Dickinson commented on Robert Dickinson's group 'ExtraVariables'

QA/QC version based on v22 of EPA SWMM 5 with the ability to read older SWMM 5 OUT files. swmm5.dll Epaswmm5.exe

Monday

Robert Dickinson commented on Robert Dickinson's group 'Stream of Information'

Video: How Snowflakes Are Formed February 4th, 2012 | Posted by Jaime Menchén in Science Videos This time-lapse video lasts 11 seconds, with no music or voice-over. And still you’ll want to see it over and over again. The…

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This is a galaxy

This is a galaxy. Or is it? A remix of material originally produced for BBC Stargazing Live 2012 If you liked this video, follow me on twitter to hear about ...

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2 blog posts by Robert Dickinson were featured Feb 5

Blog posts by Robert Dickinson Feb 5

Runoff Example Files for SWMM 4

Rating: 4 after 1 vote

These are 48 Runoff Example Files that I created based on PC-SWMM 3, SWMM 3 and new SWMM 4 features at UF between 1985 and 1981.

These files will work with any SWMM 4 version. If you look at page http://www.swmm2000.com/SWMM4/swmm-3-4-dos-engines

we have a variety of SWMM 3 and SWMM 4 engine.

The File Runoff45.DOC is the text documentation for the SWMM 4 Runoff File.

Link http://www.swmm2000.com/group/swmm4inputfiles

Tags: 4, Example, Files, Runoff, SWMM, for

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RUNOFF45.DOC, 82 KB

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Permalink Reply by Robert Dickinson on January 17, 2010 at 1:19pm

SW 2 0 8 0 8
MM 6 21 20 30 31 32 33
@ 21 'RAIN8.INT'
$RUNOFF
A1 'RUNOFF EXAMPLE 36 - USER DEFINED PRECIPITATION'
A1 'USER DEFINED RAINFALL ==> FILE RAIN8.INT CREATED BY RAIN BLOCK'
* METRIC ISNOW NRGAG INFILM KWALTY IVAP NHR NMN NDAY MONTH IYRSTR
B1 1 0 1 1 0 0 00 0 1 1 88
* PRINT CONTROL
B2 0 1 1
* SIMULATION LENGTH OF 3 DAYS
* WET WET/DRY DRY LUNIT LONG
B3 300. 300.0 86400. 3 3.0
D1 1
*
* =====> SURFACE WATER DATA
* JK NAMEW NGTO WIDTH AREA %IMP SLP IMPN PERVN IDS PDS SUCT HYDCON SMDMAX
H1 1 1 1 100.0 300 20.0 .001 .04 .30 .05 .10 4.00 1.00 .34
*
M1 1 100
M2 1 880101 880110
M3 1
$ENDPROGRAM

Attachments:

Permalink Reply by Robert Dickinson on January 17, 2010 at 1:21pm

SW 1 9 8
MM 7 21 20 30 31 32 33 34
@ 8 'RUNOFF40.INT'
$RUNOFF
A1 'Runoff example # 40 - Generates an input hydrograph'
A1 'GENERATE INPUT HYDROGRAPH FOR TRANSPORT AND EXTRAN '
* METRIC ISNOW NRGAG INFILM KWALTY IVAP NHR NMN NDAY MONTH IYRSTR
B1 0 0 1 0 0 0 12 0 23 5 85
B2 0 0 1
* WET WET/DRY DRY LUNIT LONG
B3 300. 300.0 86400. 1 180.0
* PCTZER REGEN
B4 30.0 0.01
D1 0
* KTYPE KINC KPRINT KTHIS KTIME KPREP NHISTO THISTO TZRAIN
E1 0 12 0 0 0 0 36 5.0 720.0
* INPUT CONSTANT INTENSITY 5-MIN. TIME STEP.
* RAIN RAIN RAIN
E3 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0
E3 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0
E3 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0
*
* EVAPORATION DATA NOT READ ON DATA GROUP F1. DEFAULT OF 0.10 INCH/MONTH.
*
* JK NAMEW NGTO WIDTH AREA %IMP SLP IMPN PERVN IDS PDS MAX MIN DECAY
H1 1 501 401 997. 25.0 40. .020 .017 .025 .05 .20 3.0 0.30 .001115
*
M1 1 1
M2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
M3 401
$ENDPROGRAM

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Permalink Reply by Robert Dickinson on January 17, 2010 at 1:22pm

SW 1 0 9
MM 4 10 11 12 13
@ 9 'RUNOFF43.INT'
$ANUM
$RUNOFF
A1 'BROWARD COUNTY Multi FAMILY SITE - Runoff example # 43'
A2 'RUNOFF MODELING OF STORM # 1'
* METRIC ISNOW NRGAG INFILM KWALTY IVAP NHR NMN NDAY MONTH IYRSTR
B1 0 0 1 1 1 1 07 35 4 5 77
B2 0 0 0
* WET WET/DRY DRY LUNIT LONG
B3 300. 300.0 86400. 1 785.0
D1 0
* KTYPE KINC KPRINT KTHIS KTIME KPREP NHISTO THISTO TZRAIN
E1 0 10 0 0 0 0 157 5.0 455
E2 0.00 0.09 0.00 0.00 0.00 0.00 0.13 0.00 0.00 0.06
E2 0.06 0.00 0.00 0.09 0.04 0.20 0.29 0.33 0.77 1.14
E2 1.07 0.57 0.44 0.55 0.61 0.81 0.61 0.44 0.29 0.39
E2 0.57 0.40 0.29 0.22 0.59 2.00 1.10 1.21 1.77 2.11
E2 2.52 1.05 0.20 0.07 0.02 0.02 0.11 0.61 0.37 0.61
E2 0.33 0.31 0.40 0.59 0.74 1.27 0.50 0.55 0.81 0.20
E2 0.61 0.26 0.50 0.70 0.48 0.15 0.68 0.02 0.07 0.16
E2 0.02 0.11 0.07 0.06 0.13 0.06 0.31 0.48 0.57 0.02
E2 0.22 0.42 0.55 0.50 0.83 0.48 0.33 0.22 0.20 0.28
E2 0.37 1.05 1.69 1.21 0.77 0.24 0.22 0.86 1.29 1.25
E2 2.37 2.11 1.07 0.79 0.88 1.43 1.97 0.72 1.25 1.18
E2 1.21 1.95 2.33 1.65 0.90 0.88 0.24 0.39 0.61 0.35
E2 0.16 0.15 0.22 0.27 0.42 0.24 0.22 0.33 0.22 0.22
E2 0.22 0.44 0.40 0.39 0.35 0.22 0.24 0.06 0.06 0.04
E2 0.04 0.13 0.18 0.28 0.18 0.09 0.07 0.15 0.11 0.06
E2 0.09 0.09 0.17 0.09 0.02 0.09 0.19
*
* MONTHLY EVAPORATION RATES, IN./DAY
F1 0.09 0.11 0.14 0.17 0.18 0.17 0.17 0.16 0.14 0.13 0.11 0.09
* NAMEG NGTO NPG GWIDTH GLEN G3 GS1 GS2 G6 DFULL GDEPTH
G1 'P001' 'Outlet' 2 4.00 220. .005 0.0 0.0 .015 0.0 0.0
G1 'P005' 'P001' 2 3.00 240. .002 0.0 0.0 .015 0.0 0.0
G1 'P009' 'P005' 2 2.25 505. .004 0.0 0.0 .024 0.0 0.0
G1 'P011' 'P005' 2 2.50 655. .002 0.0 0.0 .024 0.0 0.0
*
* JK NAMEW NGTO WIDTH AREA %IMP SLP IMPN PERVN IDS PDS SUCT HYDC IMD
H1 0 '-2' ' ' 0 0.0 0.0 0.027 0.015 0.410 0.060 0.20 5.0 0.30 .06
H1 1 'CA-1' 'P001' 600 4.999 39.0 0.0 /
H1 1 'CA-7' 'P005' 200 1.599 48.6 0.0 /
H1 1 'CA-8' 'P009' 500 4.565 46.7 0.0 /
H1 1 'CA-11' 'P011' 600 3.580 47.0 0.0 /
*
* Water quality data
*
* NQS JLAND IROS IROSAD DRYDRY CBVOL DRYBSN RAINIT REFFDD KLNBGN KLNEND
J1 5 1 0 0 7.00 0.0 1.00 0.00 0.00 0 0
* LNAME METHOD JACGUT DDLIM DDPOW DDFACT CLFREQ AVSWP DSLCL
J2 ' ' -2 0 6000000. 1.0 0.00 0.00 0.0 0 0
J2 'HOUSING' 0 1 0 0 0.7 0 0 0 0
* PNAME PUNIT NDIM KALC KWASH KACGUT LINKUP QFACT1 QFACT2 QFACT3 QFACT4 QFACT5 WASHPO RCOEF CBFACT CONCRN REFF
J3 ' COD ' 'MG/L' 0 1 0 1 0 1.E05 1.0 2.00 .00 .00 1.4 2.0 0.0 5. .35
J3 'TOT.SOL' 'MG/L' 0 1 0 1 0 1.E05 1.0 2.500 .00 .00 1.5 20.0 0.0 5. .40
J3 'TOT.NIT' 'MG/L' 0 1 0 1 0 1.E05 1.0 .100 .00 .00 1.5 0.5 0.0 0.3 .45
J3 ' TSS ' 'MG/L' 0 1 0 1 0 1.E05 1.0 2.500 .00 .00 1.5 100.0 0.0 5.0 .40
J3 'O-PO4-P' 'MG/L' 0 1 0 1 0 1.E02 1.0 .002 .00 .00 1.6 1.00 0.0 .002 .25
* NAMEW KL BA GQ
L1 'CA-1' 1 11.0 36.0 /
L1 'CA-7' 1 11.0 36.0 /
L1 'CA-8' 1 11.0 36.0 /
L1 'CA-11' 1 11.0 36.0 /
M1 2 1
M2 1 0 0
M3 'P005' 'Outlet'
$ENDPROGRAM

Attachments:

Permalink Reply by Robert Dickinson on January 17, 2010 at 1:24pm

A1 'BROWARD COUNTY Multi FAMILY SITE - Runoff example # 46'
A2 'RUNOFF MODELING OF HDR STORM # 4'

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1	Linking Matlab with SWMM5
2	10,000+ subcatchments to be assigned with outlets
3	ArcGIS data into SWMM
4	Controlling flows to storage tanks
5	surcharge flow in SWMM 5
6	Divider
7	Uncertainty Analysis
8	Three Flow Divider Link Example in SWMM 5
9	Beach Pollution/Hawaii Sewage/Water Pollution Run-off
10	The Importance of Viewing Results at the Proper Time Scale

SWMM5 - Stormwater Management Model

Top Content

Linking Matlab with SWMM5

10,000+ subcatchments to be assigned with outlets

ArcGIS data into SWMM

Controlling flows to storage tanks

surcharge flow in SWMM 5

Divider

Uncertainty Analysis

Three Flow Divider Link Example in SWMM 5

Beach Pollution/Hawaii Sewage/Water Pollution Run-off

The Importance of Viewing Results at the Proper Time Scale

Latest Activity

Maximum Surcharge Height Over Crown Explanation

10,000+ subcatchments to be assigned with outlets

The Importance of Viewing Results at the Proper Time Scale

An Example of the Importance of the Term DQ4 in the SWMM 5 St Venant Solution

Use the SWMM 5 Scatter Graph to show the Pump Curve used during the Simulation

The Importance of Viewing Results at the Proper Time Scale

An Example of the Importance of the Term DQ4 in the SWMM 5 St Venant Solution

Use the SWMM 5 Scatter Graph to show the Pump Curve used during the Simulation

[gickr.com]_cf9284f4-d453-2834-0dff-67895a933b33

This is a galaxy

How to Import the SWMM 5 Report File as a Layer in InfoSWMM

How to Approximate a Timer in the RTC Rules of SWMM 5

How to Import the SWMM 5 Report File as a Layer in InfoSWMM

How to Approximate a Timer in the RTC Rules of SWMM 5

Runoff Example Files for SWMM 4

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