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Historical SWMM 5 and SWMM 4 Engines and Examples

Subject:  Historical SWMM 5 and SWMM 4 Engines and Examples   The web site has http://swmm5legacycode.ning.com/  historical SWMM 5 installs, SWMM 5 input file examples and SWMM 4 input files and engines.   The SWMM 4 engines go back to SWMM 3.5…
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SWMM5.NET

15 GPM 1985 1D Components in InfoSWMM 2D 3 Types of Manholes in SWMM 5 and InfoSWMM 3 Types of Subcatchment Flow in SWMM 5 A Basic InfoSewer Wet Well A feedback loop involves four distinct stages A rise in Pipe Inverts Across a SWMM 5 Node A…
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In this new RSA Animate, Manuel Lima, senior UX design lead at Microsoft Bing, explores the power of network visualisation to help navigate our complex moder...
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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…"
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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
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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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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
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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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