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git-svn-id: https://epanet.svn.sourceforge.net/svnroot/epanet/BASE/trunk@340 c320cabd-cc23-0410-96d8-e60fbf53ed7f
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Sam Hatchett
2009-09-21 23:28:34 +00:00
parent 8f87b8afd2
commit 1bce67fea6
4 changed files with 0 additions and 439 deletions
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build/Xcode/epanet/Debug/libepanet.dylib
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build/Xcode/epanet/Debug/net2-cl2.inp
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[TITLE]
EPANET Example Network 2
[JUNCTIONS]
1 50 -694.4 2 ;
2 100 8 ;
3 60 14 ;
4 60 8 ;
5 100 8 ;
6 125 5 ;
7 160 4 ;
8 110 9 ;
9 180 14 ;
10 130 5 ;
11 185 34.78 ;
12 210 16 ;
13 210 2 ;
14 200 2 ;
15 190 2 ;
16 150 20 ;
17 180 20 ;
18 100 20 ;
19 150 5 ;
20 170 19 ;
21 150 16 ;
22 200 10 ;
23 230 8 ;
24 190 11 ;
25 230 6 ;
27 130 8 ;
28 110 0 ;
29 110 7 ;
30 130 3 ;
31 190 17 ;
32 110 17 ;
33 180 1.5 ;
34 190 1.5 ;
35 110 0 ;
36 110 1 ;
[RESERVOIRS]
[TANKS]
26 235 56.7 50 70 50 0 ;
[PIPES]
1 1 2 2400 12 100 0 Open ;
2 2 5 800 12 100 0 Open ;
3 2 3 1300 8 100 0 Open ;
4 3 4 1200 8 100 0 Open ;
5 4 5 1000 12 100 0 Open ;
6 5 6 1200 12 100 0 Open ;
7 6 7 2700 12 100 0 Open ;
8 7 8 1200 12 140 0 Open ;
9 7 9 400 12 100 0 Open ;
10 8 10 1000 8 140 0 Open ;
11 9 11 700 12 100 0 Open ;
12 11 12 1900 12 100 0 Open ;
13 12 13 600 12 100 0 Open ;
14 13 14 400 12 100 0 Open ;
15 14 15 300 12 100 0 Open ;
16 13 16 1500 8 100 0 Open ;
17 15 17 1500 8 100 0 Open ;
18 16 17 600 8 100 0 Open ;
19 17 18 700 12 100 0 Open ;
20 18 32 350 12 100 0 Open ;
21 16 19 1400 8 100 0 Open ;
22 14 20 1100 12 100 0 Open ;
23 20 21 1300 8 100 0 Open ;
24 21 22 1300 8 100 0 Open ;
25 20 22 1300 8 100 0 Open ;
26 24 23 600 12 100 0 Open ;
27 15 24 250 12 100 0 Open ;
28 23 25 300 12 100 0 Open ;
29 25 26 200 12 100 0 Open ;
30 25 31 600 12 100 0 Open ;
31 31 27 400 8 100 0 Open ;
32 27 29 400 8 100 0 Open ;
34 29 28 700 8 100 0 Open ;
35 22 33 1000 8 100 0 Open ;
36 33 34 400 8 100 0 Open ;
37 32 19 500 8 100 0 Open ;
38 29 35 500 8 100 0 Open ;
39 35 30 1000 8 100 0 Open ;
40 28 35 700 8 100 0 Open ;
41 28 36 300 8 100 0 Open ;
[PUMPS]
[VALVES]
[DEMANDS]
[STATUS]
[PATTERNS]
;
1 1.26
1 1.04
1 .97
1 .97
1 .89
1 1.19
1 1.28
1 .67
1 .67
1 1.34
1 2.46
1 .97
1 .92
1 .68
1 1.43
1 .61
1 .31
1 .78
1 .37
1 .67
1 1.26
1 1.56
1 1.19
1 1.26
1 .6
1 1.1
1 1.03
1 .73
1 .88
1 1.06
1 .99
1 1.72
1 1.12
1 1.34
1 1.12
1 .97
1 1.04
1 1.15
1 .91
1 .61
1 .68
1 .46
1 .51
1 .74
1 1.12
1 1.34
1 1.26
1 .97
1 .82
1 1.37
1 1.03
1 .81
1 .88
1 .81
1 .81
;
2 .96
2 .96
2 .96
2 .96
2 .96
2 .96
2 .62
2 0
2 0
2 0
2 0
2 0
2 .8
2 1
2 1
2 1
2 1
2 .15
2 0
2 0
2 0
2 0
2 0
2 0
2 .55
2 .92
2 .92
2 .92
2 .92
2 .9
2 .9
2 .45
2 0
2 0
2 0
2 0
2 0
2 .7
2 1
2 1
2 1
2 1
2 .2
2 0
2 0
2 0
2 0
2 0
2 0
2 .74
2 .92
2 .92
2 .92
2 .92
2 .92
;
3 .98
3 1.02
3 1.05
3 .99
3 .64
3 .46
3 .35
3 .35
3 .35
3 .35
3 .35
3 .35
3 .17
3 .17
3 .13
3 .13
3 .13
3 .15
3 .15
3 .15
3 .15
3 .15
3 .15
3 .15
3 .15
3 .12
3 .1
3 .08
3 .11
3 .09
3 .09
3 .08
3 .08
3 .08
3 .08
3 .08
3 .08
3 .09
3 .07
3 .07
3 .09
3 .09
3 .09
3 .09
3 .09
3 .09
3 .09
3 .09
3 .09
3 .08
3 .35
3 .72
3 .82
3 .92
3 1
[CURVES]
[CONTROLS]
[RULES]
[ENERGY]
Global Efficiency 85
Global Price 0.0
Demand Charge 0.0
[EMITTERS]
[QUALITY]
1 0.5
2 0.5
3 0.5
4 0.5
5 0.5
6 0.5
7 0.5
8 0.5
9 0.5
10 0.5
11 0.5
12 0.5
13 0.5
14 0.5
15 0.5
16 0.5
17 0.5
18 0.5
19 0.5
20 0.5
21 0.5
22 0.5
23 0.5
24 0.5
25 0.5
27 0.5
28 0.5
29 0.5
30 0.5
31 0.5
32 0.5
33 0.5
34 0.5
35 0.5
36 0.5
26 0.1
[SOURCES]
1 CONCEN 0.8
[REACTIONS]
Order Bulk 1
Order Wall 1
Global Bulk -0.3
Global Wall -1.0
Limiting Potential 0.0
Roughness Correlation 0.0
[MIXING]
[TIMES]
Duration 55.00 hours
Hydraulic Timestep 1.00 hours
Quality Timestep 5.00 min
Pattern Timestep 1.00 hours
Report Timestep 1.00 hours
Report Start 0.00 hours
Start ClockTime 12 am
[OPTIONS]
Units GPM
Headloss H-W
Specific Gravity 1.0
Viscosity 1.0
Trials 40
Accuracy 0.001
Unbalanced Stop
Quality Chlorine mg/L
Diffusivity 1.0
Segments 1000
Tolerance 0.01
[COORDINATES]
1 21.00 4.00
2 19.00 20.00
3 11.00 21.00
4 14.00 28.00
5 19.00 25.00
6 28.00 23.00
7 36.00 39.00
8 38.00 30.00
9 36.00 42.00
10 37.00 23.00
11 37.00 49.00
12 39.00 60.00
13 38.00 64.00
14 38.00 66.00
15 37.00 69.00
16 27.00 65.00
17 27.00 69.00
18 23.00 68.00
19 21.00 59.00
20 45.00 68.00
21 51.00 62.00
22 54.00 69.00
23 35.00 74.00
24 37.00 71.00
25 35.00 76.00
27 39.00 87.00
28 49.00 85.00
29 42.00 86.00
30 47.00 80.00
31 37.00 80.00
32 23.00 64.00
33 56.00 73.00
34 56.00 77.00
35 43.00 81.00
36 53.00 87.00
26 33.00 76.00
[LABELS]
24.00 7.00 "Pump" 24.00 7.00
24.00 4.00 "Station" 24.00 4.00
23.00 77.00 "Tank" 23.00 77.00
[END]

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build/Xcode/epanet/Debug/output.txt
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Page 1 Mon Sep 21 18:44:08 2009
******************************************************************
* E P A N E T *
* Hydraulic and Water Quality *
* Analysis for Pipe Networks *
* Version 2.00.12 *
******************************************************************
EPANET Example Network 2
Input Data File ................... net2-cl2.inp
Number of Junctions................ 35
Number of Reservoirs............... 0
Number of Tanks ................... 1
Number of Pipes ................... 40
Number of Pumps ................... 0
Number of Valves .................. 0
Headloss Formula .................. Hazen-Williams
Hydraulic Timestep ................ 1.00 hrs
Hydraulic Accuracy ................ 0.001000
Status Check Frequency ............ 2
Maximum Trials Checked ............ 10
Damping Limit Threshold ........... 0.000000
Maximum Trials .................... 40
Quality Analysis .................. Chlorine
Water Quality Time Step ........... 5.00 min
Water Quality Tolerance ........... 0.01 mg/L
Specific Gravity .................. 1.00
Relative Kinematic Viscosity ...... 1.00
Relative Chemical Diffusivity ..... 1.00
Demand Multiplier ................. 1.00
Total Duration .................... 55.00 hrs
Reporting Criteria:
No Nodes
No Links
Analysis begun Mon Sep 21 18:44:08 2009

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build/Xcode/epanet/Debug/runepanet
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