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1 Linking Matlab with SWMM5

Linking Matlab with SWMM5
2 10,000+ subcatchments to be assigned with outlets

10,000+ subcatchments to be assigned with outlets
3 ArcGIS data into SWMM

ArcGIS data into SWMM
4 Controlling flows to storage tanks

Controlling flows to storage tanks
5 surcharge flow in SWMM 5

surcharge flow in SWMM 5
6 Divider

Divider
7 Uncertainty Analysis

Uncertainty Analysis
8 Three Flow Divider Link Example in SWMM 5

Three Flow Divider Link Example in SWMM 5
9 Beach Pollution/Hawaii Sewage/Water Pollution Run-off

Beach Pollution/Hawaii Sewage/Water Pollution Run-off
10 The Importance of Viewing Results at the Proper Time Scale

The Importance of Viewing Results at the Proper Time Scale

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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
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Kashif Ali replied to Kashif Ali's discussion '10,000+ subcatchments to be assigned with outlets'
1 hour ago
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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
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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
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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
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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
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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
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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
Welcome Them!
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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
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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
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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
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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…
Monday
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4 blog posts by Robert Dickinson were featured Monday
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[gickr.com]_cf9284f4-d453-2834-0dff-67895a933b33

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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 ...
Video posted by Robert Dickinson Sunday
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2 blog posts by Robert Dickinson were featured Feb 5
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Blog posts by Robert Dickinson Feb 5
Robert Dickinson

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

Views: 28

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Robert DickinsonPermalink Reply by Robert Dickinson on January 17, 2010 at 12:20pm
SW 1 0 8 9 8
MM 6 21 20 30 31 32 33
@ 8 'RUNOFF.INT'
# SWMM5_CALIBRATION_FILE
$ANUM
$RUNOFF
A1 'RUNOFF EXAMPLE 1, no CHANNELS, NO groundwater'
A1 'HEAVY RAIN CAUSES WATER TABLE TO REACH SURFACE'
* METRIC ISNOW NRGAG INFILM KWALTY IVAP NHR NMN NDAY MONTH IYRSTR
B1 0 0 1 1 0 1 00 0 1 1 90
B2 0 1 0
* WET WET/DRY DRY LUNIT LONG
B3 900. 1800.0 86400. 2 45.0
D1 0
* KTYPE KINC KPRINT KTHIS KTIME KPREP NHISTO THISTO TZRAIN
E1 1 3 0 0 0 1 6 15.0 0.0
* INPUT DEPTHS OVER THE 15-MIN. TIME STEP. (HEAVY RAIN!)
* TIME RAIN TIME RAIN TIME RAIN
E3 0.0 1.00 30 1.00 60 1.00
E3 90 1.00 120 1.00 150 1.00
*
F1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1
*
* JK NAMEW NGTO WIDTH AREA %IMP SLP IMPN PERVN IDS PDS MAX MIN DECAY
*1 0 -1 0 0 0 0 0 0 2.0 0 0 0.0 0. 0.0
H1 1 1 1000 100. 300.0 1. .001 .04 .30 .00 .00 5.0 1.00 .05
*
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 1000
$ENDPROGRAM


* SPECIAL CONTROL SYMBOLS NOW CONTROL THE SWMM INPUT FILE
* THE SPECIAL SYMBOLS ARE '*', '@', AND '$'.
* * ---> COMMENT LINE
* @ ---> SAVE A FILE PERMANENTLY OR USE A SAVED FILE
* $ ---> CALL A SWMM BLOCK
* THE FIRST LINE CONTAINS THE NUMBER OF BLOCKS TO BE RUN AND
* THE JIN AND JOUT INTERFACE FILE UNIT NUMBERS.
* (NOTE THAT A SECOND BLOCK IS NOT RUN IN THIS EXAMPLE.)
* NBLOCK JIN(1) JOUT(1) JIN(2) JOUT(2)
SW 2 0 10 10 0
* THE SECOND LINE CONTAINS UP TO 6 SCRATCH FILE UNIT NUMBERS.
MM 6 11 12 13 14 15 16
* FILE 10 (OR ANY UNIT NUMBER) COULD BE PERMANENTLY SAVED.
* @ 10 'SAVE10.OUT'
* CALL THE RUNOFF BLOCK USING $RUNOFF
$RUNOFF
* THERE ARE TWO A1 OR TITLE CARDS IN EVERY BLOCK.
* ALL CHARACTER DATA MUST BE ENLOSED IN SINGLE QUOTES.
A1 'RUNOFF EXAMPLE 2, SIMPLE CONFIGURATION, 100 % IMPERVIOUS'
A1 'SINGLE CATCHMENT PLUS SINGLE PIPE, CONST. RAIN'
* COMMENT LINES CAN BE USED TO IDENTIFY INPUT VARIABLES.
* METRIC ISNOW NRGAG INFILM KWALTY IVAP NHR NMN NDAY MONTH IYRSTR
B1 0 0 1 0 0 0 0 0 3 12 88
B2 0 0 2
* 5-MIN TIME STEP, 2-HR SIMULATION
B3 300. 300. 300. 2 2.0
B4 0 0
D1 0
* KTYPE KINC KPRINT KTHIS KTIME KPREP NHISTO THISTO TZRAIN
E1 2 1 0 0 0 0 3 60.0 0.0
* STEP-FUNCTION HYETOGRAPH
* TIME=REIN(1) RAIN=REIN(2)
E3 0.0 1.0
E3 60.0 0.0
E3 120.0 0.0
* 2-FT DIAMETER CIRCULAR PIPE
* NAMEG NGTO NPG GWIDTH GLEN G3 GS1 GS2 G6 DFULL GDEPTH
G1 101 102 2 2.0 300.0 0.005 0.0 0.0 0.014 0.0 0.0
* 2-AC IMPERVIOUS CATCHMENT
* JK NAMEW NGTO WW1 WW2 WW3 WW4 WW5 WW6 WW7 WW8 WW9 WW10 WW11
H1 1 201 101 200.0 2.0 100.0 0.01 0.020 0.20 0.03 0.3 3.0 0.3 0.001
* PRINT CONTROL PARAMETERS
M1 2 1
* DEFAULT STARTING AND STOPPING PRINT TIME IS DURATION OF SIMULATION.
M2 1 0 0
* PRINT HYDROGRAPHS FOR PIPE 101 AND INLET 102.
M3 101 102
* END THE SWMM SIMULATION BY USING $ENDPROGRAM.
* (ANOTHER BLOCK COULD FOLLOW INSTEAD.)
$COMBIN
A1 5
$ENDPROGRAM
Attachments:
Robert DickinsonPermalink Reply by Robert Dickinson on January 17, 2010 at 12:26pm
SW 1 9 8
MM 6 21 20 30 31 32 33
@ 8 'SCR.DAT'
$RUNOFF
A1 'SINGLE EVENT SNOWMELT'
A1 ' FREE FORMATTED INPUT WITH COMMENTS'
* METRIC ISNOW NRGAG INFILM KWALTY IVAP NHR NMN NDAY MONTH IYRSTR
B1 0 1 1 1 0 1 12 0 1 7 87
B2 0 0 1
* WET WET/DRY DRY LUNIT LONG
B3 300. 900.0 86400. 3 1.0
* SNOWMELT DATA
* ELEV FWFRAC1 FWFRAC2
C1 850.0 0.03 0.05
* NUMB MONTH WIND MONTH WIND
C2 12 1 10.50 2 10.7 3 11.3 4 12.5 5 11.6 6 10.7 7 9.30 8 9.10 9 10.0 10 10.5 11 11.1 12 10.4
* AIR TEMPERATURES
* DTAIR NAIRT TAIR(1) ===== TAIR(8)
C5 3.0 8 23.0 25.0 33.0 45.0 50.0 60.0 55.0 40.0
D1 0
* KTYPE KINC KPRINT KTHIS KTIME KPREP NHISTO THISTO TZRAIN
E1 1 3 0 0 0 1 14 15.0 720.0
* TIME RAIN TIME RAIN TIME RAIN
E3 0.0 -2.00 30 -2.00 60 -2.00
E3 90 2.00 120 2.00 150 2.00
E3 180 2.00 210 2.00 240 2.00
E3 270 2.00 330 2.00 360 2.00
E3 390 2.00 450 2.00
*
F1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1
* NAMEG NGTO NPG GWIDTH GLEN G3 GS1 GS2 G6 DFULL GDEPTH
G1 1 2 2 20.0 1000. 0.01 0.23 0.33 0.020 10.0 0.1
* JK NAMEW NGTO WIDTH AREA %IMP SLP IMPN PERVN IDS PDS MAX MIN DECAY
H1 1 100 1 100. 300 50. .001 .04 .30 .00 .00 5.0 5.00 .001
* SUBCATCHMENT SNOWMELT DATA
* NAMEW SNN1 SNCP SNN3 SNN4 SNN5 SNN6 SN(1) SN(2) SN(3) SN(4)
I1 100 0.40 0.00 0.10 0.20 0.00 0.0 0.006 0.0060 31.0 32.0
*
M1 2 5
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 1 2
$ENDPROGRAM
Attachments:
Robert DickinsonPermalink Reply by Robert Dickinson on January 17, 2010 at 12:28pm
SW 1 9 8
MM 6 21 20 30 31 32 33
$RUNOFF
A1 'RUNOFF EXAMPLE 8, PARABOLIC CHANNELS, NO GROUNDWATER'
A1 'SIMILAR TO RUNOFF EXAMPLE 1 - VERY LARGE/LONG CHANNELS'
* METRIC ISNOW NRGAG INFILM KWALTY IVAP NHR NMN NDAY MONTH IYRSTR
B1 0 0 1 1 0 1 00 0 1 7 87
B2 0 0 1
* WET WET/DRY DRY LUNIT LONG
B3 300. 900.0 86400. 2 36.0
D1 0
* KTYPE KINC KPRINT KTHIS KTIME KPREP NHISTO THISTO TZRAIN
E1 1 3 0 0 0 1 6 15.0 0.0
* INPUT DEPTHS OVER THE 15-MIN. TIME STEP. (HEAVY RAIN!)
* TIME RAIN TIME RAIN TIME RAIN
E3 0.0 2.00 30 2.00 60 2.00
E3 90 2.00 120 2.00 150 2.00
*
F1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1
* NAMEG NGTO NPG GWIDTH GLEN G3 GS1 GS2 G6 DFULL GDEPTH
G1 -1 0 0 0 2.0 0 0 0 0 0 0
G1 1 2 7 120.0 10000. 0.01 0.23 0.33 0.020 10.0 0.0
G2 0 3.0 3.3 1.0
G1 2 7 4 120.0 10000. 0.01 0.23 0.33 0.020 10.0 0.0
G1 3 4 4 120.0 10000. 0.01 0.23 0.33 0.020 10.0 0.0
G1 4 7 4 120.0 10000. 0.01 0.23 0.33 0.020 10.0 0.0
G1 5 7 4 120.0 10000. 0.01 0.23 0.33 0.020 10.0 0.0
G1 6 5 4 120.0 10000. 0.01 0.23 0.33 0.020 10.0 0.0
*
* JK NAMEW NGTO WIDTH AREA %IMP SLP IMPN PERVN IDS PDS MAX MIN DECAY
H1 0 -1 0 0 0 0 0 0 2.0 0 0 0.0 0.0 0.0
H1 1 1 1 10. 300 1. .001 .04 .30 .00 .00 5.0 5.00 .001
H1 1 2 3 10. 500 1. .001 .04 .30 .00 .00 5.0 5.00 .001
H1 1 3 6 10. 500 1. .001 .04 .30 .00 .00 5.0 5.00 .001
H1 1 4 5 10. 500 1. .001 .04 .30 .00 .00 5.0 5.00 .001
*
M1 7 10
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 1 2 3 4 5 6 7
$ENDPROGRAM
Attachments:
Robert DickinsonPermalink Reply by Robert Dickinson on January 17, 2010 at 12:31pm
SW 1 9 8
MM 6 21 20 30 31 32 33
$RUNOFF
A1 'PCSWMM 3.2 EXERCISE 1C '
A1 'SINGLE SUBCATCHMENT WITH STEEPER SLOPE AND A UNIFORM RAINFALL'
* METRIC ISNOW NRGAG INFILM KWALTY IVAP NHR NMN NDAY MONTH IYRSTR
B1 0 0 1 0 0 1 12 0 23 5 85
B2 0 0 1
* WET WET/DRY DRY LUNIT LONG
B3 300. 300.0 86400. 1 14400.0
* PCTZER REGEN
B4 30.0 0.05
D1 0
* KTYPE KINC KPRINT KTHIS KTIME KPREP NHISTO THISTO TZRAIN
E1 0 12 0 0 0 0 432 5.0 720.0
* INPUT CONSTANT INTENSITY 5-MIN. TIME STEP.
* RAIN RAIN RAIN
E3 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0
E3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
E3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
E3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
E3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
E3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
E3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
E3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
E3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
E3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
E3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
E3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
E3 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0
E3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
E3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
E3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
E3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
E3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
E3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
E3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
E3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
E3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
E3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
E3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
E3 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0
E3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
E3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
E3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
E3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
E3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
E3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
E3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
E3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
E3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
E3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
E3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
*
F1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1
* NO SIMULATED CHANNEL/PIPES
* SLOPE CHANGED FROM 0.02 TO 0.20
* JK NAMEW NGTO WIDTH AREA %IMP SLP IMPN PERVN IDS PDS MAX MIN DECAY
H1 1 101 301 997. 10.0 40. .20 .017 .025 .05 .20 3.0 0.30 .001
*
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 301
$ENDPROGRAM
Attachments:
Robert DickinsonPermalink Reply by Robert Dickinson on January 17, 2010 at 12:32pm
SW 1 9 8
MM 6 21 20 30 31 32 33
$RUNOFF
A1 'PCSWMM 3.2 EXERCISE 1D - runoff example 14'
A1 'SINGLE SUBCATCHMENT COMPLETELY IMPERVIOUS'
* METRIC ISNOW NRGAG INFILM KWALTY IVAP NHR NMN NDAY MONTH IYRSTR
B1 0 0 1 0 0 1 12 0 23 5 85
B2 0 0 1
* WET WET/DRY DRY LUNIT LONG
B3 300. 300.0 86400. 1 250.0
* 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 12 5.0 720.0
* INPUT CONSTANT INTENSITY 5-MIN. TIME STEP.
* RAIN RAIN RAIN
E3 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0
*
F1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1
* NO SIMULATED CHANNEL/PIPES
* JK NAMEW NGTO WIDTH AREA %IMP SLP IMPN PERVN IDS PDS MAX MIN DECAY
H1 1 101 301 997. 10.0 100. .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 301
$ENDPROGRAM
Attachments:
Robert DickinsonPermalink Reply by Robert Dickinson on January 17, 2010 at 12:34pm
SW 1 9 8
MM 6 21 20 30 31 32 33
$RUNOFF
A1 'PCSWMM 3.2 EXERCISE 1F '
A1 'SINGLE SUBCATCHMENT, LOW INFILTRATION AND HIGH RAINFALL'
* METRIC ISNOW NRGAG INFILM KWALTY IVAP NHR NMN NDAY MONTH IYRSTR
B1 0 0 1 0 0 1 12 0 23 5 85
B2 0 0 1
* WET WET/DRY DRY LUNIT LONG
B3 300. 300.0 86400. 1 250.0
* 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 24 5.0 720.0
* INPUT CONSTANT INTENSITY 5-MIN. TIME STEP.
* RAIN RAIN RAIN
E3 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0
E3 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0
*
F1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1
* NO SIMULATED CHANNEL/PIPES
*
* JK NAMEW NGTO WIDTH AREA %IMP SLP IMPN PERVN IDS PDS MAX MIN DECAY
H1 1 101 301 997. 10.0 40. .020 .017 .025 .05 .20 0.30 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 301
$ENDPROGRAM
Attachments:
Robert DickinsonPermalink Reply by Robert Dickinson on January 17, 2010 at 12:37pm
SW 1 9 8
MM 6 21 20 30 31 32 33
# SWMM5_CALIBRATION_FILE
$RUNOFF
A1 'RUNOFF EXAMPLE # 19 - PCSWMM 3.2 EXERCISE 4A '
A1 'HYDROGRAPH GENERATION FOR INPUT TO 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. 300.0 300 1 250.0
* 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 12 5.0 720.0
* INPUT CONSTANT INTENSITY 5-MIN. TIME STEP.
* RAIN RAIN RAIN
E3 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0
*
* EVAPORATION DATA NOT READ ON DATA GROUP F1. DEFAULT OF 0.10 INCH/MONTH.
*
* NO CHANNEL/PIPE DATA REQUIRED
*
* JK NAMEW NGTO WIDTH AREA %IMP SLP IMPN PERVN IDS PDS MAX MIN DECAY
H1 1 101 301 997. 10.0 40. .020 .017 .025 .05 .20 3.0 0.30 .001115
H1 1 102 201 997. 10.0 40. .020 .017 .025 .05 .20 3.0 0.30 .001115
*
M1 2 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 301 201
$ENDPROGRAM
Attachments:
Robert DickinsonPermalink Reply by Robert Dickinson on January 17, 2010 at 1:09pm
SW 2 9 8 8 0
MM 6 21 20 30 31 32 33
$RUNOFF
A1 'RUNOFF EXAMPLE # 22 - SIMULATION OF EROSION '
A1 'SUSPENDED SOLIDS AND BOD POLLUTOGRAPH SIMULATION '
* METRIC ISNOW NRGAG INFILM KWALTY IVAP NHR NMN NDAY MONTH IYRSTR
B1 0 0 1 0 1 0 12 0 23 5 85
B2 0 0 1
* WET WET/DRY DRY LUNIT LONG
B3 300. 300.0 86400. 1 250.0
* 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 12 5.0 720.0
* Input constant intensity 5-min. Time step.
* Rain Rain Rain
E3 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0
*
* EVAPORATION DATA NOT READ ON DATA GROUP F1. DEFAULT OF 0.10 INCH/MONTH.
*
* NAMEG NGTO NPG GWIDTH GLEN G3 GS1 GS2 G6 DFULL GDEPTH
G1 301 201 3 0 0 0 0 0 0 0 0
*
* JK NAMEW NGTO WIDTH AREA %IMP SLP IMPN PERVN IDS PDS MAX MIN DECAY
H1 1 101 301 997. 10.0 40. .020 .017 .025 .05 .20 3.0 0.30 .001115
H1 1 102 201 997. 10.0 40. .020 .017 .025 .05 .20 3.0 0.30 .001115
*
* NQS JLAND IROS IROSAD DRYDRY CBVOL DRYBSN RAINIT REFFDD KLNBGN KLNEND
J1 2 2 1 0 5.00 20.0 1.00 0.30 0.50 0 0
* LNAME METHOD JACGUT DDLIM DDPOW DDFACT CLFREQ AVSWP DSLCL
J2 'SINGLE' 0 0 1.E04 1.0 1.0 30.0 0.80 15.0
J2 'MULTI ' 0 0 1.E04 1.0 1.0 30.0 0.80 15.0
* PNAME PUNIT NDIM KALC KWASH KACGUT LINKUP QFACT1 QFACT2 QFACT3 QFACT4 QFACT5 WASHPO RCOEF CBFACT CONCRN REFF
J3 'TOT.SOL' 'MG/L' 0 0 0 0 0 100. 100. 0.0 0.0 0.0 2.0 1.0 10.0 0.0 0.5
J3 ' BOD5 ' 'MG/L' 0 0 0 0 0 7. 7. 0.0 0.0 0.0 2.0 1.0 20.0 0.0 0.5
* KTO KFROM F1
J4 2 1 0.02
* EROSION DATA
* NAMEW ERODAR ERLEN SOILF CROPMF CONTPF
K1 101 2.0 300.0 0.43 1.0 1.0
K1 102 2.0 300.0 0.43 1.0 1.0
*
* NAMEW KL BA GQ
L1 101 1 200.0 50.0 0 0 0 0 0 0 0 0 0 0
L1 102 2 100.0 25.0 0 0 0 0 0 0 0 0 0 0
M1 2 5
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 301 201
$COMBIN
* ICOMB
A1 5
$ENDPROGRAM
Attachments:
Robert DickinsonPermalink Reply by Robert Dickinson on January 17, 2010 at 1:11pm
SW 1 9 8
MM 6 21 20 30 31 32 33
# SWMM5_CALIBRATION_FILE
$RUNOFF
A1 'PCSWMM 3.2 EXERCISE 12 - RUNOFF EXAMPLE # 24'
A1 'SINGLE SUBCATCHMENT WITH SNOWMELT'
* METRIC ISNOW NRGAG INFILM KWALTY IVAP NHR NMN NDAY MONTH IYRSTR
B1 0 1 1 0 0 1 0 0 1 5 85
B2 0 0 1
* WET WET/DRY DRY LUNIT LONG
B3 300. 300.0 300. 1 1500.0
* PCTZER REGEN
B4 30.0 0.01
* SNOWMELT DATA
* ELEV FWFRAC1 FWFRAC2
C1 600.0 0.05 0.05
* NUMB MONTH WIND
C2 1 5 10.0
* AIR TEMPERATURES
* DTAIR NAIRT TAIR(1) ===== TAIR(12)
C5 1.0 25 32.0 32.0 32.0 32.0 32.0 32.0 32.0 34.0 36.0 38.0 44.0 50.0 50.0 50.0 48.0 46.0 45.0 40.0 36.0 34.0 32.0 32.0 32.0 32.0 32.0
D1 0
* KTYPE KINC KPRINT KTHIS KTIME KPREP NHISTO THISTO TZRAIN
E1 0 12 0 0 0 0 1 5.0 0.0
* NO RAIN ONLY SNOWMELT
* RAIN
E3 0.0
* ZERO EVAPORATION DATA
F1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
* NO SIMULATED CHANNEL/PIPES
*
* JK NAMEW NGTO WIDTH AREA %IMP SLP IMPN PERVN IDS PDS MAX MIN DECAY
H1 1 101 301 997. 10.0 100. .20 .017 .025 .05 .20 3.0 0.30 .001115
* SUBCATCHMENT SNOWMELT INFORMATION
* NAMEW SNN1 SNCP SNN3 SNN4 SNN5 SNN6 SN(1) SN(2) SN(3) SN(4)
I1 101 1.00 1.00 1.00 1.00 0.00 0.0 0.004 0.004 32.0 32.0
*
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 301
$ENDPROGRAM
Attachments:
Robert DickinsonPermalink Reply by Robert Dickinson on January 17, 2010 at 1:12pm
SW 2 9 8 9 8
MM 6 21 20 30 31 32 33
$RUNOFF
A1 'RUNOFF EXAMPLE 27, PARABOLIC CHANNELS, GROUNDWATER'
A1 'HEAVY RAIN CAUSES WATER TABLE TO REACH SURFACE - 4 RAINGAGES '
* METRIC ISNOW NRGAG INFILM KWALTY IVAP NHR NMN NDAY MONTH IYRSTR
B1 0 0 4 1 0 1 00 0 1 7 87
* INPUT GRAPHS SUMMARY
B2 0 1 1
* WET WET/DRY DRY LUNIT LONG
B3 900. 1800.0 86400. 2 36.0
D1 0
* EXAMPLE OF KTYPE = 2 PRECIPITATION
*
* KTYPE KINC KPRINT KTHIS KTIME KPREP NHISTO THISTO TZRAIN
E1 2 3 0 0 0 1 6 15.0 0.0
* INPUT DEPTHS OVER THE 15-MIN. TIME STEP. (HEAVY RAIN!)
* TIME RAIN TIME RAIN TIME RAIN
* GAGE #1 GAGE #2 GAGE #3 GAGE #4
E3 0.0 2.00 1.0 3.0 0.5
E3 30.0 2.00 1.0 3.0 0.5
E3 60.0 2.00 1.0 3.0 0.5
E3 90.0 2.00 1.0 3.0 0.5
E3 120. 2.00 1.0 3.0 0.5
E3 150. 2.00 1.0 3.0 0.5
*
F1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1
* NAMEG NGTO NPG GWIDTH GLEN G3 GS1 GS2 G6 DFULL GDEPTH
G1 -1 0 0 0 2.0 0 0 0 0 0 0
G1 1 2 7 20.0 1000. 0.01 0.23 0.33 0.020 10.0 0.0
G2 0 3.0 3.3 1.0
G1 2 7 4 20.0 1000. 0.01 0.23 0.33 0.020 10.0 0.0
G1 3 4 4 20.0 1000. 0.01 0.23 0.33 0.020 10.0 0.0
G1 4 7 4 20.0 1000. 0.01 0.23 0.33 0.020 10.0 0.0
G1 5 7 4 20.0 1000. 0.01 0.23 0.33 0.020 10.0 0.0
G1 6 5 4 20.0 1000. 0.01 0.23 0.33 0.020 10.0 0.0
*
* JK NAMEW NGTO WIDTH AREA %IMP SLP IMPN PERVN IDS PDS MAX MIN DECAY
H1 0 -1 0 0 0 0 0 0 2.0 0 0 0.0 0. 0.0
H1 1 1 1 10. 300 10. .001 .04 .30 .00 .00 5.0 5.00 .001
* NMSUB NGWGW ISFPF ISFGF BELEV GRELEV STG BC TW
H2 1 1 1 0 0.0 20.0 8.55 8.55 8.55
* A1 B1 A2 B2 A3 POR WP FC HKSAT TH1
H3 4.5E-5 2.6 0.0 1.0 0.0 .46 .15 .30 5.0 .301
* HCO PCO CET DP DET
H4 10. 15. 0.35 2.E-03 14.0
H1 2 2 3 10. 500 10. .001 .04 .30 .00 .00 5.0 5.00 .001
H2 2 3 1 1 0.0 20.0 8.55 8.55 8.55
H3 4.5E-5 2.6 0.0 1.0 0.0 .46 .15 .30 5.0 .301
H4 10. 15. 0.35 2.E-03 14.0
H1 3 3 6 10. 500 10. .001 .04 .30 .00 .00 5.0 5.00 .001
H1 4 4 5 10. 500 10. .001 .04 .30 .00 .00 5.0 5.00 .001
*
M1 7 10
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 1 2 3 4 5 6 7
$ENDPROGRAM
Attachments:
Robert DickinsonPermalink Reply by Robert Dickinson on January 17, 2010 at 1:16pm
SW 3 9 8 8 0 8 10
MM 7 21 20 30 31 32 33 34
@ 8 'RUNOFF30.INT'
* Enter $ANUM to read in alphanumeric names for channels and subcatchments.
# SWMM5_CALIBRATION_FILE
$ANUM
$RUNOFF
* ALPHANUMERIC SUBCATCHMENT NAMES
* ALPHANUMERIC CHANNEL NAMES
*
A1 'Runoff example 30, parabolic channels, groundwater, print channel depths'
A1 'HEAVY RAIN CAUSES WATER TABLE TO REACH SURFACE'
* METRIC ISNOW NRGAG INFILM KWALTY IVAP NHR NMN NDAY MONTH IYRSTR
B1 1 0 1 1 0 1 00 0 1 7 87
B2 0 0 0
* WET WET/DRY DRY LUNIT LONG
B3 900. 900.0 86400. 2 36.0
D1 0
* KTYPE KINC KPRINT KTHIS KTIME KPREP NHISTO THISTO TZRAIN
E1 1 3 0 0 0 1 6 15.0 0.0
* INPUT DEPTHS OVER THE 15-MIN. TIME STEP. (HEAVY RAIN!)
* TIME RAIN TIME RAIN TIME RAIN
E3 0.0 2.00 30 2.00 60 2.00
E3 90 2.00 120 2.00 150 2.00
*
F1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1
* NAMEG NGTO NPG GWIDTH GLEN G3 GS1 GS2 G6 DFULL GDEPTH
G1 '-1' ' 0' 0 0 2.0 0 0 0 0 0 0
G1 'Chan1' 'Chan2' 7 20.0 1000. 0.01 0.23 0.33 0.020 10.0 0.0
G2 0 3.0 3.3 1.0
* KAMEG KGTO NPG GWIDTH GLEN G3 GS1 GS2 G6 DFULL GDEPTH
G1 'Chan2' 'Chan3' 4 20.0 1000. 0.01 0.23 0.33 0.020 10.0 0.0
G1 'Chan3' 'Chan4' 4 20.0 1000. 0.01 0.23 0.33 0.020 10.0 0.0
G1 'Chan4' 'Node7' 4 20.0 1000. 0.01 0.23 0.33 0.020 10.0 0.0
G1 'Chan5' 'Node7' 4 20.0 1000. 0.01 0.23 0.33 0.020 10.0 0.0
G1 'Chan6' 'Chan5' 4 20.0 1000. 0.01 0.23 0.33 0.020 10.0 0.0
* Subcatchment information
* JK NAMEW NGTO WIDTH AREA %IMP SLP IMPN PERVN IDS PDS MAX MIN DECAY
H1 0 '-1' ' 0' 0 0 0 0 0 2.0 0 0 0.0 0. 0.0
H1 1 'Wat1' 'Chan1' 10. 300 1. .001 .04 .30 .00 .00 5.0 5.00 .001
* First groundwater subcatchment
* NMSUB NGWGW ISFPF ISFGF BELEV GRELEV STG BC TW
H2 'Wat1' 'Chan1' 1 0 0.0 20.0 8.55 8.55 8.55
* A1 B1 A2 B2 A3 POR WP FC HKSAT TH1
H3 4.5E-5 2.6 0.0 1.0 0.0 .46 .15 .30 5.0 .301
* HCO PCO CET DP DET
H4 10. 15. 0.35 2.E-03 14.0
H1 1 'Wat2' 'Chan2' 10. 500 1. .001 .04 .30 .00 .00 5.0 5.00 .001
* Second groundwater subcatchment
* NMSUB NGWGW ISFPF ISFGF BELEV GRELEV STG BC TW
H2 'Wat2' 'Chan2' 1 1 0.0 20.0 8.55 8.55 8.55
H3 4.5E-5 2.6 0.0 1.0 0.0 .46 .15 .30 5.0 .301
H4 10. 15. 0.35 2.E-03 14.0
H1 1 'Wat3' 'Chan6' 10. 500 1. .001 .04 .30 .00 .00 5.0 5.00 .001
H1 1 'Wat4' 'Chan5' 10. 500 1. .001 .04 .30 .00 .00 5.0 5.00 .001
*
M1 7 10
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 'Chan1' 'Chan2' 'Chan3' 'Chan4' 'Chan5' 'Chan6' 'Node7'
M4 2 'Chan1' 'Chan2'
$COMBIN
* ICOMB
A1 5
*
$STATS
* ISTART TSTART IEND TEND INLOG JCUBE JSEA
A1 0 0.0 0 0.0 1 1 0
* MIT BASE EBASE LOCRQ LOCRN NPR NPOINT METRIC LRET PLOTTING POS(A)
B1 0.0 0.0 0.0 'Node7' 0 0 50 1 1 0.4
* KSEQ KTERM KTSEQS
B2 1 0 1
*
C1 1001 1001 1001 1001 1001
*
$ENDPROGRAM
Attachments:
Robert DickinsonPermalink Reply by Robert Dickinson on January 17, 2010 at 1:17pm
SW 1 9 8
MM 6 21 20 30 31 32 33
$RUNOFF
A1 'Runoff example number 33 - small horton infiltration'
A1 'SINGLE SUBCATCHMENT, LOW INFILTRATION AND HIGH RAINFALL'
* METRIC ISNOW NRGAG INFILM KWALTY IVAP NHR NMN NDAY MONTH IYRSTR
B1 0 0 1 0 0 1 12 0 23 5 85
B2 0 0 1
* WET WET/DRY DRY LUNIT LONG
B3 300. 300.0 86400. 2 12.0
* 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 12 30.0 720.0
* INPUT CONSTANT INTENSITY 15-MIN. TIME STEP.
* RAIN RAIN RAIN
E3 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0
*
F1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1
* NO SIMULATED CHANNEL/PIPES
*
* JK NAMEW NGTO WIDTH AREA %IMP SLP IMPN PERVN IDS PDS MAX MIN DECAY
H1 1 101 301 997. 10.0 40. .020 .017 .025 .05 .20 9.00 0.005 .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 301
$ENDPROGRAM
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