Removing epanet-nrtestsuite and replacing the before-test.cmd
This commit is contained in:
Michael Tryby
@@ -1,7 +0,0 @@
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{
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"name" : "epanet",
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"version" : "2.0.11a",
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"description" : "Windows, MS VC2005 or older, 32 Bit",
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"setup_script" : "",
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"exe" : "epanet2011a.exe"
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}
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@@ -1,7 +0,0 @@
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{
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"name" : "epanet",
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"version" : "2.0.12",
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"description" : "Windows, MS VC 2010, 32 Bit",
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"setup_script" : "",
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"exe" : "./epanet2012.exe"
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}
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@@ -1,12 +0,0 @@
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Page 1 Fri Mar 23 14:42:19 2018
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******************************************************************
|
||||
* E P A N E T *
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||||
* Hydraulic and Water Quality *
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||||
* Analysis for Pipe Networks *
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||||
* Version 2.00.12 *
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||||
******************************************************************
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Analysis begun Fri Mar 23 14:42:19 2018
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Analysis ended Fri Mar 23 14:42:19 2018
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@@ -1,38 +0,0 @@
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Page 1 Fri Mar 23 14:42:19 2018
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||||
******************************************************************
|
||||
* E P A N E T *
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||||
* Hydraulic and Water Quality *
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* Analysis for Pipe Networks *
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* Version 2.00.12 *
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******************************************************************
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Model exported from AQUIS on 2011-09-09 20:45:25 - C:\Epanet3-CLE\Epa
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Input Data File ................... 2PRVs-aquis.inp
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Number of Junctions................ 6
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Number of Reservoirs............... 1
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Number of Tanks ................... 0
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Number of Pipes ................... 5
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Number of Pumps ................... 0
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||||
Number of Valves .................. 2
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||||
Headloss Formula .................. Hazen-Williams
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Hydraulic Timestep ................ 1.00 hrs
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||||
Hydraulic Accuracy ................ 0.001000
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||||
Status Check Frequency ............ 2
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||||
Maximum Trials Checked ............ 10
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||||
Damping Limit Threshold ........... 0.000000
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||||
Maximum Trials .................... 200
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||||
Quality Analysis .................. None
|
||||
Specific Gravity .................. 1.00
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||||
Relative Kinematic Viscosity ...... 1.00
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||||
Relative Chemical Diffusivity ..... 1.00
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||||
Demand Multiplier ................. 1.00
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||||
Total Duration .................... 0.00 hrs
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||||
Reporting Criteria:
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||||
No Nodes
|
||||
No Links
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||||
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Analysis begun Fri Mar 23 14:42:19 2018
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Analysis ended Fri Mar 23 14:42:19 2018
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@@ -1,12 +0,0 @@
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Page 1 Fri Mar 23 14:42:19 2018
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******************************************************************
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||||
* E P A N E T *
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* Hydraulic and Water Quality *
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||||
* Analysis for Pipe Networks *
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||||
* Version 2.00.12 *
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||||
******************************************************************
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Analysis begun Fri Mar 23 14:42:19 2018
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Analysis ended Fri Mar 23 14:42:19 2018
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@@ -1,12 +0,0 @@
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Page 1 Fri Mar 23 14:42:20 2018
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******************************************************************
|
||||
* E P A N E T *
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||||
* Hydraulic and Water Quality *
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||||
* Analysis for Pipe Networks *
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||||
* Version 2.00.12 *
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||||
******************************************************************
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||||
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||||
Analysis begun Fri Mar 23 14:42:20 2018
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Analysis ended Fri Mar 23 14:42:20 2018
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@@ -1,32 +0,0 @@
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Page 1 Fri Mar 23 14:42:20 2018
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||||
******************************************************************
|
||||
* E P A N E T *
|
||||
* Hydraulic and Water Quality *
|
||||
* Analysis for Pipe Networks *
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||||
* Version 2.00.12 *
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||||
******************************************************************
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Analysis begun Fri Mar 23 14:42:20 2018
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Hydraulic Status:
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-----------------------------------------------------------------------
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0:00:00: Balancing the network:
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Trial 1: relative flow change = 1.094712
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FCV 47 switched from active to open
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Trial 2: relative flow change = 1.078480
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Pump 29 switched from open to closed
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Trial 3: relative flow change = 0.279262
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Pump 29 switched from closed to open
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Trial 4: relative flow change = 0.264348
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Trial 5: relative flow change = 0.000008
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0:00:00: Balanced after 5 trials
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0:00:00: Reservoir 1 is emptying
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0:00:00: Reservoir 32 is emptying
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0:00:00: FCV 47 open but cannot deliver flow
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WARNING: Negative pressures at 0:00:00 hrs.
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WARNING: FCV 47 open but cannot deliver flow at 0:00:00 hrs.
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Analysis ended Fri Mar 23 14:42:20 2018
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@@ -1,37 +0,0 @@
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Page 1 Fri Mar 23 14:42:20 2018
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|
||||
******************************************************************
|
||||
* E P A N E T *
|
||||
* Hydraulic and Water Quality *
|
||||
* Analysis for Pipe Networks *
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||||
* Version 2.00.12 *
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||||
******************************************************************
|
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Input Data File ................... 57460.inp
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Number of Junctions................ 28899
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Number of Reservoirs............... 1
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Number of Tanks ................... 0
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||||
Number of Pipes ................... 57460
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Number of Pumps ................... 0
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Number of Valves .................. 0
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Headloss Formula .................. Darcy-Weisbach
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Hydraulic Timestep ................ 1.00 hrs
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||||
Hydraulic Accuracy ................ 0.010000
|
||||
Status Check Frequency ............ 2
|
||||
Maximum Trials Checked ............ 10
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||||
Damping Limit Threshold ........... 0.000000
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||||
Maximum Trials .................... 40
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||||
Quality Analysis .................. None
|
||||
Specific Gravity .................. 1.00
|
||||
Relative Kinematic Viscosity ...... 0.99
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Relative Chemical Diffusivity ..... 1.00
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||||
Demand Multiplier ................. 1.00
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||||
Total Duration .................... 0.00 hrs
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Reporting Criteria:
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||||
No Nodes
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||||
No Links
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||||
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Analysis begun Fri Mar 23 14:42:21 2018
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Analysis ended Fri Mar 23 14:42:53 2018
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@@ -1,40 +0,0 @@
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Page 1 Fri Mar 23 14:48:33 2018
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******************************************************************
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||||
* E P A N E T *
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* Hydraulic and Water Quality *
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* Analysis for Pipe Networks *
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* Version 2.00.12 *
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******************************************************************
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Input Data File ................... 5fcvs.inp
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Number of Junctions................ 31
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Number of Reservoirs............... 2
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Number of Tanks ................... 0
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||||
Number of Pipes ................... 25
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Number of Pumps ................... 5
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Number of Valves .................. 5
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||||
Headloss Formula .................. Darcy-Weisbach
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||||
Hydraulic Timestep ................ 1.00 hrs
|
||||
Hydraulic Accuracy ................ 0.001000
|
||||
Status Check Frequency ............ 2
|
||||
Maximum Trials Checked ............ 10
|
||||
Damping Limit Threshold ........... 0.000000
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||||
Maximum Trials .................... 40
|
||||
Quality Analysis .................. None
|
||||
Specific Gravity .................. 1.00
|
||||
Relative Kinematic Viscosity ...... 1.00
|
||||
Relative Chemical Diffusivity ..... 1.00
|
||||
Demand Multiplier ................. 1.00
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||||
Total Duration .................... 0.00 hrs
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||||
Reporting Criteria:
|
||||
No Nodes
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||||
No Links
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||||
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Analysis begun Fri Mar 23 14:48:33 2018
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WARNING: FCV 46 open but cannot deliver flow at 0:00:00 hrs.
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WARNING: FCV 47 open but cannot deliver flow at 0:00:00 hrs.
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Analysis ended Fri Mar 23 14:48:33 2018
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@@ -1,24 +0,0 @@
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Page 1 Fri Mar 23 14:48:33 2018
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******************************************************************
|
||||
* E P A N E T *
|
||||
* Hydraulic and Water Quality *
|
||||
* Analysis for Pipe Networks *
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* Version 2.00.12 *
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||||
******************************************************************
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Analysis begun Fri Mar 23 14:48:33 2018
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Hydraulic Status:
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-----------------------------------------------------------------------
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0:00:00: Balancing the network:
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Trial 1: relative flow change = 0.898223
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Trial 2: relative flow change = 0.004135
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Trial 3: relative flow change = 0.000551
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Trial 4: relative flow change = 0.000218
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Trial 5: relative flow change = 0.000099
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0:00:00: Balanced after 5 trials
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0:00:00: Reservoir 1 is emptying
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Analysis ended Fri Mar 23 14:48:33 2018
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@@ -1,23 +0,0 @@
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Page 1 Fri Mar 23 14:48:33 2018
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******************************************************************
|
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* E P A N E T *
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* Hydraulic and Water Quality *
|
||||
* Analysis for Pipe Networks *
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* Version 2.00.12 *
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||||
******************************************************************
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Analysis begun Fri Mar 23 14:48:33 2018
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Hydraulic Status:
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-----------------------------------------------------------------------
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0:00:00: Balancing the network:
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Trial 1: relative flow change = 0.739494
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Trial 2: relative flow change = 0.051884
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Trial 3: relative flow change = 0.001155
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Trial 4: relative flow change = 0.000003
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0:00:00: Balanced after 4 trials
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0:00:00: Reservoir 1 is emptying
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Analysis ended Fri Mar 23 14:48:33 2018
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Load Diff
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Load Diff
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File diff suppressed because it is too large
Load Diff
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@@ -1,35 +0,0 @@
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Page 1 Fri Mar 23 14:48:34 2018
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******************************************************************
|
||||
* E P A N E T *
|
||||
* Hydraulic and Water Quality *
|
||||
* Analysis for Pipe Networks *
|
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* Version 2.00.12 *
|
||||
******************************************************************
|
||||
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Analysis begun Fri Mar 23 14:48:34 2018
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||||
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Hydraulic Status:
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||||
-----------------------------------------------------------------------
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0:00:00: Balancing the network:
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Trial 1: relative flow change = 0.599514
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Trial 2: relative flow change = 0.586701
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Trial 3: relative flow change = 0.052868
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PRV 12 switched from active to open
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PRV 13 switched from active to open
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Trial 4: relative flow change = 0.041194
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Trial 5: relative flow change = 0.020306
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Trial 6: relative flow change = 0.011794
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Trial 7: relative flow change = 0.007513
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Trial 8: relative flow change = 0.004786
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||||
Trial 9: relative flow change = 0.003051
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Trial 10: relative flow change = 0.001946
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Trial 11: relative flow change = 0.001241
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Trial 12: relative flow change = 0.000792
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0:00:00: Balanced after 12 trials
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0:00:00: Reservoir 1 is emptying
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0:00:00: PRV 12 open
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0:00:00: PRV 13 open
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Analysis ended Fri Mar 23 14:48:34 2018
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@@ -1,86 +0,0 @@
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Page 1 Fri Mar 23 14:48:34 2018
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|
||||
******************************************************************
|
||||
* E P A N E T *
|
||||
* Hydraulic and Water Quality *
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* Analysis for Pipe Networks *
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* Version 2.00.12 *
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******************************************************************
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JEPPSON EXAMPLE V-13
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Input Data File ................... JEP5-13.inp
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Number of Junctions................ 8
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Number of Reservoirs............... 2
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||||
Number of Tanks ................... 0
|
||||
Number of Pipes ................... 10
|
||||
Number of Pumps ................... 0
|
||||
Number of Valves .................. 2
|
||||
Headloss Formula .................. Darcy-Weisbach
|
||||
Hydraulic Timestep ................ 1.00 hrs
|
||||
Hydraulic Accuracy ................ 0.001000
|
||||
Status Check Frequency ............ 2
|
||||
Maximum Trials Checked ............ 10
|
||||
Damping Limit Threshold ........... 0.000000
|
||||
Maximum Trials .................... 200
|
||||
Quality Analysis .................. None
|
||||
Specific Gravity .................. 1.00
|
||||
Relative Kinematic Viscosity ...... 1.00
|
||||
Relative Chemical Diffusivity ..... 1.00
|
||||
Demand Multiplier ................. 1.00
|
||||
Total Duration .................... 0.00 hrs
|
||||
Reporting Criteria:
|
||||
No Nodes
|
||||
No Links
|
||||
|
||||
Analysis begun Fri Mar 23 14:48:34 2018
|
||||
|
||||
|
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Hydraulic Status:
|
||||
-----------------------------------------------------------------------
|
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0:00:00: Balancing the network:
|
||||
Trial 1: relative flow change = 0.991580
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Trial 2: relative flow change = 0.903818
|
||||
PRV 801 switched from active to closed
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Trial 3: relative flow change = 1.337354
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Trial 4: relative flow change = 0.511944
|
||||
PRV 701 switched from active to closed
|
||||
Trial 5: relative flow change = 0.154394
|
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PRV 701 switched from closed to active
|
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PRV 801 switched from closed to active
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Trial 6: relative flow change = 0.991636
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Trial 7: relative flow change = 0.996578
|
||||
PRV 701 switched from active to open
|
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PRV 801 switched from active to closed
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Trial 8: relative flow change = 2.547310
|
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PRV 701 switched from open to active
|
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Trial 9: relative flow change = 0.845271
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PRV 701 switched from active to open
|
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Trial 10: relative flow change = 1.123269
|
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PRV 701 switched from open to active
|
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Trial 11: relative flow change = 0.787941
|
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PRV 701 switched from active to open
|
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PRV 801 switched from closed to open
|
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Trial 12: relative flow change = 1.200130
|
||||
PRV 701 switched from open to active
|
||||
PRV 801 switched from open to closed
|
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Trial 13: relative flow change = 0.741413
|
||||
PRV 701 switched from active to open
|
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PRV 801 switched from closed to active
|
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Trial 14: relative flow change = 1.164079
|
||||
PRV 701 switched from open to active
|
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Trial 15: relative flow change = 0.834667
|
||||
PRV 801 switched from active to closed
|
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Trial 16: relative flow change = 0.822158
|
||||
Trial 17: relative flow change = 0.480614
|
||||
Trial 18: relative flow change = 0.316797
|
||||
Trial 19: relative flow change = 0.085031
|
||||
Trial 20: relative flow change = 0.015071
|
||||
Trial 21: relative flow change = 0.001529
|
||||
Trial 22: relative flow change = 0.000119
|
||||
0:00:00: Balanced after 22 trials
|
||||
0:00:00: Reservoir 101 is emptying
|
||||
0:00:00: Reservoir 102 is filling
|
||||
0:00:00: PRV 801 closed
|
||||
|
||||
Analysis ended Fri Mar 23 14:48:34 2018
|
||||
Binary file not shown.
@@ -1,95 +0,0 @@
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Page 1 Fri Mar 23 14:48:34 2018
|
||||
|
||||
******************************************************************
|
||||
* E P A N E T *
|
||||
* Hydraulic and Water Quality *
|
||||
* Analysis for Pipe Networks *
|
||||
* Version 2.00.12 *
|
||||
******************************************************************
|
||||
|
||||
Analysis begun Fri Mar 23 14:48:34 2018
|
||||
|
||||
|
||||
Hydraulic Status:
|
||||
-----------------------------------------------------------------------
|
||||
0:00:00: Balancing the network:
|
||||
Trial 1: relative flow change = 0.763338
|
||||
Trial 2: relative flow change = 0.090158
|
||||
Trial 3: relative flow change = 0.003566
|
||||
Trial 4: relative flow change = 0.000023
|
||||
0:00:00: Balanced after 4 trials
|
||||
0:00:00: Reservoir 9 is emptying
|
||||
0:00:00: Tank 2 is filling at 120.00 ft
|
||||
|
||||
1:00:00: Balancing the network:
|
||||
Trial 1: relative flow change = 0.013863
|
||||
Trial 2: relative flow change = 0.000081
|
||||
1:00:00: Balanced after 2 trials
|
||||
|
||||
2:00:00: Balancing the network:
|
||||
Trial 1: relative flow change = 0.078226
|
||||
Trial 2: relative flow change = 0.004052
|
||||
Trial 3: relative flow change = 0.000157
|
||||
2:00:00: Balanced after 3 trials
|
||||
|
||||
3:00:00: Balancing the network:
|
||||
Trial 1: relative flow change = 0.011208
|
||||
Trial 2: relative flow change = 0.000058
|
||||
3:00:00: Balanced after 2 trials
|
||||
|
||||
4:00:00: Balancing the network:
|
||||
Trial 1: relative flow change = 0.081776
|
||||
Trial 2: relative flow change = 0.001709
|
||||
Trial 3: relative flow change = 0.000017
|
||||
4:00:00: Balanced after 3 trials
|
||||
|
||||
5:00:00: Balancing the network:
|
||||
Trial 1: relative flow change = 0.007916
|
||||
Trial 2: relative flow change = 0.000024
|
||||
5:00:00: Balanced after 2 trials
|
||||
|
||||
6:00:00: Balancing the network:
|
||||
Trial 1: relative flow change = 0.079414
|
||||
Trial 2: relative flow change = 0.000909
|
||||
6:00:00: Balanced after 2 trials
|
||||
|
||||
7:00:00: Balancing the network:
|
||||
Trial 1: relative flow change = 0.004548
|
||||
Trial 2: relative flow change = 0.000008
|
||||
7:00:00: Balanced after 2 trials
|
||||
|
||||
8:00:00: Balancing the network:
|
||||
Trial 1: relative flow change = 0.075544
|
||||
Trial 2: relative flow change = 0.000607
|
||||
8:00:00: Balanced after 2 trials
|
||||
|
||||
8:50:33: Pump 9 changed by Tank 2 control
|
||||
8:50:33: Balancing the network:
|
||||
Trial 1: relative flow change = 2.375922
|
||||
Trial 2: relative flow change = 0.228731
|
||||
Trial 3: relative flow change = 0.010863
|
||||
Trial 4: relative flow change = 0.000037
|
||||
8:50:33: Balanced after 4 trials
|
||||
8:50:33: Reservoir 9 is closed
|
||||
8:50:33: Tank 2 is emptying at 140.00 ft
|
||||
8:50:33: Pump 9 changed from open to closed
|
||||
|
||||
9:00:00: Balancing the network:
|
||||
Trial 1: relative flow change = 0.000000
|
||||
9:00:00: Balanced after 1 trials
|
||||
|
||||
10:00:00: Balancing the network:
|
||||
Trial 1: relative flow change = 0.166666
|
||||
Trial 2: relative flow change = 0.000000
|
||||
10:00:00: Balanced after 2 trials
|
||||
|
||||
11:00:00: Balancing the network:
|
||||
Trial 1: relative flow change = 0.000000
|
||||
11:00:00: Balanced after 1 trials
|
||||
|
||||
12:00:00: Balancing the network:
|
||||
Trial 1: relative flow change = 0.200000
|
||||
Trial 2: relative flow change = 0.000000
|
||||
12:00:00: Balanced after 2 trials
|
||||
|
||||
Analysis ended Fri Mar 23 14:48:34 2018
|
||||
Binary file not shown.
@@ -1,24 +0,0 @@
|
||||
Page 1 Fri Mar 23 14:48:34 2018
|
||||
|
||||
******************************************************************
|
||||
* E P A N E T *
|
||||
* Hydraulic and Water Quality *
|
||||
* Analysis for Pipe Networks *
|
||||
* Version 2.00.12 *
|
||||
******************************************************************
|
||||
|
||||
Analysis begun Fri Mar 23 14:48:34 2018
|
||||
|
||||
|
||||
Hydraulic Status:
|
||||
-----------------------------------------------------------------------
|
||||
0:00:00: Balancing the network:
|
||||
Trial 1: relative flow change = 0.890436
|
||||
Trial 2: relative flow change = 0.179924
|
||||
Trial 3: relative flow change = 0.014661
|
||||
Trial 4: relative flow change = 0.000178
|
||||
0:00:00: Balanced after 4 trials
|
||||
0:00:00: Reservoir 9 is emptying
|
||||
0:00:00: Tank 2 is filling at 120.00 ft
|
||||
|
||||
Analysis ended Fri Mar 23 14:48:34 2018
|
||||
Binary file not shown.
@@ -1,24 +0,0 @@
|
||||
Page 1 Fri Mar 23 14:48:34 2018
|
||||
|
||||
******************************************************************
|
||||
* E P A N E T *
|
||||
* Hydraulic and Water Quality *
|
||||
* Analysis for Pipe Networks *
|
||||
* Version 2.00.12 *
|
||||
******************************************************************
|
||||
|
||||
Analysis begun Fri Mar 23 14:48:34 2018
|
||||
|
||||
|
||||
Hydraulic Status:
|
||||
-----------------------------------------------------------------------
|
||||
0:00:00: Balancing the network:
|
||||
Trial 1: relative flow change = 0.763338
|
||||
Trial 2: relative flow change = 0.090158
|
||||
Trial 3: relative flow change = 0.003566
|
||||
Trial 4: relative flow change = 0.000023
|
||||
0:00:00: Balanced after 4 trials
|
||||
0:00:00: Reservoir 9 is emptying
|
||||
0:00:00: Tank 2 is filling at 120.00 ft
|
||||
|
||||
Analysis ended Fri Mar 23 14:48:34 2018
|
||||
Binary file not shown.
@@ -1,26 +0,0 @@
|
||||
Page 1 Fri Mar 23 14:48:35 2018
|
||||
|
||||
******************************************************************
|
||||
* E P A N E T *
|
||||
* Hydraulic and Water Quality *
|
||||
* Analysis for Pipe Networks *
|
||||
* Version 2.00.12 *
|
||||
******************************************************************
|
||||
|
||||
Analysis begun Fri Mar 23 14:48:35 2018
|
||||
|
||||
|
||||
Hydraulic Status:
|
||||
-----------------------------------------------------------------------
|
||||
0:00:00: Balancing the network:
|
||||
Trial 1: relative flow change = 0.763338
|
||||
Trial 2: relative flow change = 0.090158
|
||||
CV 113p switched from open to closed
|
||||
Trial 3: relative flow change = 0.014114
|
||||
Trial 4: relative flow change = 0.000056
|
||||
0:00:00: Balanced after 4 trials
|
||||
0:00:00: Reservoir 9 is emptying
|
||||
0:00:00: Tank 2 is filling at 120.00 ft
|
||||
0:00:00: CV 113p closed
|
||||
|
||||
Analysis ended Fri Mar 23 14:48:35 2018
|
||||
Binary file not shown.
@@ -1,25 +0,0 @@
|
||||
Page 1 Fri Mar 23 14:48:35 2018
|
||||
|
||||
******************************************************************
|
||||
* E P A N E T *
|
||||
* Hydraulic and Water Quality *
|
||||
* Analysis for Pipe Networks *
|
||||
* Version 2.00.12 *
|
||||
******************************************************************
|
||||
|
||||
Analysis begun Fri Mar 23 14:48:35 2018
|
||||
|
||||
|
||||
Hydraulic Status:
|
||||
-----------------------------------------------------------------------
|
||||
0:00:00: Balancing the network:
|
||||
Trial 1: relative flow change = 0.655886
|
||||
Trial 2: relative flow change = 0.090419
|
||||
Trial 3: relative flow change = 0.017845
|
||||
Trial 4: relative flow change = 0.002265
|
||||
Trial 5: relative flow change = 0.000041
|
||||
0:00:00: Balanced after 5 trials
|
||||
0:00:00: Reservoir 9 is emptying
|
||||
0:00:00: Tank 2 is filling at 120.00 ft
|
||||
|
||||
Analysis ended Fri Mar 23 14:48:35 2018
|
||||
Binary file not shown.
@@ -1,28 +0,0 @@
|
||||
Page 1 Fri Mar 23 14:48:35 2018
|
||||
|
||||
******************************************************************
|
||||
* E P A N E T *
|
||||
* Hydraulic and Water Quality *
|
||||
* Analysis for Pipe Networks *
|
||||
* Version 2.00.12 *
|
||||
******************************************************************
|
||||
|
||||
Analysis begun Fri Mar 23 14:48:35 2018
|
||||
|
||||
|
||||
Hydraulic Status:
|
||||
-----------------------------------------------------------------------
|
||||
0:00:00: Balancing the network:
|
||||
Trial 1: relative flow change = 0.672469
|
||||
Trial 2: relative flow change = 0.107028
|
||||
Trial 3: relative flow change = 0.059064
|
||||
Trial 4: relative flow change = 0.138517
|
||||
Trial 5: relative flow change = 0.069771
|
||||
Trial 6: relative flow change = 0.026974
|
||||
Trial 7: relative flow change = 0.006861
|
||||
Trial 8: relative flow change = 0.000313
|
||||
0:00:00: Balanced after 8 trials
|
||||
0:00:00: Reservoir 9 is emptying
|
||||
0:00:00: Tank 2 is filling at 120.00 ft
|
||||
|
||||
Analysis ended Fri Mar 23 14:48:35 2018
|
||||
Binary file not shown.
@@ -1,26 +0,0 @@
|
||||
Page 1 Fri Mar 23 14:48:35 2018
|
||||
|
||||
******************************************************************
|
||||
* E P A N E T *
|
||||
* Hydraulic and Water Quality *
|
||||
* Analysis for Pipe Networks *
|
||||
* Version 2.00.12 *
|
||||
******************************************************************
|
||||
|
||||
Analysis begun Fri Mar 23 14:48:35 2018
|
||||
|
||||
|
||||
Hydraulic Status:
|
||||
-----------------------------------------------------------------------
|
||||
0:00:00: Balancing the network:
|
||||
Trial 1: relative flow change = 0.990919
|
||||
Trial 2: relative flow change = 0.819513
|
||||
Trial 3: relative flow change = 0.366284
|
||||
Trial 4: relative flow change = 0.063785
|
||||
Trial 5: relative flow change = 0.002237
|
||||
Trial 6: relative flow change = 0.000003
|
||||
0:00:00: Balanced after 6 trials
|
||||
0:00:00: Reservoir 9 is emptying
|
||||
0:00:00: Tank 2 is filling at 120.00 ft
|
||||
|
||||
Analysis ended Fri Mar 23 14:48:35 2018
|
||||
Binary file not shown.
@@ -1,24 +0,0 @@
|
||||
Page 1 Fri Mar 23 14:48:35 2018
|
||||
|
||||
******************************************************************
|
||||
* E P A N E T *
|
||||
* Hydraulic and Water Quality *
|
||||
* Analysis for Pipe Networks *
|
||||
* Version 2.00.12 *
|
||||
******************************************************************
|
||||
|
||||
Analysis begun Fri Mar 23 14:48:35 2018
|
||||
|
||||
|
||||
Hydraulic Status:
|
||||
-----------------------------------------------------------------------
|
||||
0:00:00: Balancing the network:
|
||||
Trial 1: relative flow change = 0.738152
|
||||
Trial 2: relative flow change = 0.080662
|
||||
Trial 3: relative flow change = 0.002745
|
||||
Trial 4: relative flow change = 0.000004
|
||||
0:00:00: Balanced after 4 trials
|
||||
0:00:00: Reservoir 9 is emptying
|
||||
0:00:00: Tank 2 is filling at 120.00 ft
|
||||
|
||||
Analysis ended Fri Mar 23 14:48:35 2018
|
||||
Binary file not shown.
@@ -1,26 +0,0 @@
|
||||
Page 1 Fri Mar 23 14:48:35 2018
|
||||
|
||||
******************************************************************
|
||||
* E P A N E T *
|
||||
* Hydraulic and Water Quality *
|
||||
* Analysis for Pipe Networks *
|
||||
* Version 2.00.12 *
|
||||
******************************************************************
|
||||
|
||||
Analysis begun Fri Mar 23 14:48:36 2018
|
||||
|
||||
|
||||
Hydraulic Status:
|
||||
-----------------------------------------------------------------------
|
||||
0:00:00: Balancing the network:
|
||||
Trial 1: relative flow change = 1.809508
|
||||
Trial 2: relative flow change = 0.544139
|
||||
Trial 3: relative flow change = 0.176056
|
||||
Trial 4: relative flow change = 0.036352
|
||||
Trial 5: relative flow change = 0.006877
|
||||
0:00:00: Balanced after 5 trials
|
||||
0:00:00: Reservoir 7384 is emptying
|
||||
0:00:00: Reservoir 311 is emptying
|
||||
0:00:00: Reservoir RES9000 is emptying
|
||||
|
||||
Analysis ended Fri Mar 23 14:48:36 2018
|
||||
Binary file not shown.
@@ -1,26 +0,0 @@
|
||||
Page 1 Fri Mar 23 14:48:37 2018
|
||||
|
||||
******************************************************************
|
||||
* E P A N E T *
|
||||
* Hydraulic and Water Quality *
|
||||
* Analysis for Pipe Networks *
|
||||
* Version 2.00.12 *
|
||||
******************************************************************
|
||||
|
||||
Analysis begun Fri Mar 23 14:48:37 2018
|
||||
|
||||
|
||||
Hydraulic Status:
|
||||
-----------------------------------------------------------------------
|
||||
0:00:00: Balancing the network:
|
||||
Trial 1: relative flow change = 1.809664
|
||||
Trial 2: relative flow change = 0.544139
|
||||
Trial 3: relative flow change = 0.176056
|
||||
Trial 4: relative flow change = 0.036352
|
||||
Trial 5: relative flow change = 0.006877
|
||||
0:00:00: Balanced after 5 trials
|
||||
0:00:00: Reservoir 7384 is emptying
|
||||
0:00:00: Reservoir 311 is emptying
|
||||
0:00:00: Reservoir RES9000 is emptying
|
||||
|
||||
Analysis ended Fri Mar 23 14:48:38 2018
|
||||
Binary file not shown.
@@ -1,34 +0,0 @@
|
||||
Page 1 Fri Mar 23 14:48:38 2018
|
||||
|
||||
******************************************************************
|
||||
* E P A N E T *
|
||||
* Hydraulic and Water Quality *
|
||||
* Analysis for Pipe Networks *
|
||||
* Version 2.00.12 *
|
||||
******************************************************************
|
||||
|
||||
Analysis begun Fri Mar 23 14:48:38 2018
|
||||
|
||||
|
||||
Hydraulic Status:
|
||||
-----------------------------------------------------------------------
|
||||
0:00:00: Balancing the network:
|
||||
Trial 1: relative flow change = 0.995170
|
||||
Trial 2: relative flow change = 0.255385
|
||||
Pipe 142 switched from open to closed
|
||||
Pipe 143 switched from open to closed
|
||||
Trial 3: relative flow change = 0.976055
|
||||
Trial 4: relative flow change = 0.084588
|
||||
Trial 5: relative flow change = 0.014087
|
||||
Trial 6: relative flow change = 0.001687
|
||||
Trial 7: relative flow change = 0.000033
|
||||
0:00:00: Balanced after 7 trials
|
||||
0:00:00: Reservoir 40 is emptying
|
||||
0:00:00: Tank 41 is closed at 10.00 ft
|
||||
0:00:00: Tank 42 is closed at 10.00 ft
|
||||
0:00:00: Pipe 142 temporarily closed
|
||||
0:00:00: Pipe 143 temporarily closed
|
||||
|
||||
WARNING: Negative pressures at 0:00:00 hrs.
|
||||
|
||||
Analysis ended Fri Mar 23 14:48:38 2018
|
||||
Binary file not shown.
@@ -1,14 +0,0 @@
|
||||
Page 1 Fri Mar 23 14:48:38 2018
|
||||
|
||||
******************************************************************
|
||||
* E P A N E T *
|
||||
* Hydraulic and Water Quality *
|
||||
* Analysis for Pipe Networks *
|
||||
* Version 2.00.12 *
|
||||
******************************************************************
|
||||
|
||||
Analysis begun Fri Mar 23 14:48:38 2018
|
||||
|
||||
WARNING: Negative pressures at 0:00:00 hrs.
|
||||
|
||||
Analysis ended Fri Mar 23 14:48:38 2018
|
||||
Binary file not shown.
@@ -1,32 +0,0 @@
|
||||
Page 1 Fri Mar 23 14:48:38 2018
|
||||
|
||||
******************************************************************
|
||||
* E P A N E T *
|
||||
* Hydraulic and Water Quality *
|
||||
* Analysis for Pipe Networks *
|
||||
* Version 2.00.12 *
|
||||
******************************************************************
|
||||
|
||||
Analysis begun Fri Mar 23 14:48:38 2018
|
||||
|
||||
|
||||
Hydraulic Status:
|
||||
-----------------------------------------------------------------------
|
||||
0:00:00: Balancing the network:
|
||||
Trial 1: relative flow change = 1.115389
|
||||
Trial 2: relative flow change = 1.173709
|
||||
Trial 3: relative flow change = 1.173711
|
||||
Trial 4: relative flow change = 1.173708
|
||||
Trial 5: relative flow change = 1.173715
|
||||
Trial 6: relative flow change = 1.173713
|
||||
Trial 7: relative flow change = 1.173725
|
||||
Trial 8: relative flow change = 1.173760
|
||||
Trial 9: relative flow change = 1.173731
|
||||
Trial 10: relative flow change = 1.173601
|
||||
Trial 11: relative flow change = 1.173730
|
||||
Trial 12: relative flow change = 0.000669
|
||||
0:00:00: Balanced after 12 trials
|
||||
0:00:00: Reservoir R1 is closed
|
||||
0:00:00: Reservoir R2 is closed
|
||||
|
||||
Analysis ended Fri Mar 23 14:48:38 2018
|
||||
Binary file not shown.
@@ -1,22 +0,0 @@
|
||||
Page 1 Fri Mar 23 14:48:38 2018
|
||||
|
||||
******************************************************************
|
||||
* E P A N E T *
|
||||
* Hydraulic and Water Quality *
|
||||
* Analysis for Pipe Networks *
|
||||
* Version 2.00.12 *
|
||||
******************************************************************
|
||||
|
||||
Analysis begun Fri Mar 23 14:48:38 2018
|
||||
|
||||
|
||||
Hydraulic Status:
|
||||
-----------------------------------------------------------------------
|
||||
0:00:00: Balancing the network:
|
||||
Trial 1: relative flow change = 0.467174
|
||||
Trial 2: relative flow change = 0.000000
|
||||
0:00:00: Balanced after 2 trials
|
||||
0:00:00: Reservoir R1 is emptying
|
||||
0:00:00: Reservoir R2 is filling
|
||||
|
||||
Analysis ended Fri Mar 23 14:48:38 2018
|
||||
Binary file not shown.
@@ -1,26 +0,0 @@
|
||||
Page 1 Fri Mar 23 14:48:38 2018
|
||||
|
||||
******************************************************************
|
||||
* E P A N E T *
|
||||
* Hydraulic and Water Quality *
|
||||
* Analysis for Pipe Networks *
|
||||
* Version 2.00.12 *
|
||||
******************************************************************
|
||||
|
||||
Analysis begun Fri Mar 23 14:48:38 2018
|
||||
|
||||
|
||||
Hydraulic Status:
|
||||
-----------------------------------------------------------------------
|
||||
0:00:00: Balancing the network:
|
||||
Trial 1: relative flow change = 0.983623
|
||||
Trial 2: relative flow change = 0.992520
|
||||
Trial 3: relative flow change = 0.639463
|
||||
Trial 4: relative flow change = 0.198357
|
||||
Trial 5: relative flow change = 0.016748
|
||||
Trial 6: relative flow change = 0.000119
|
||||
0:00:00: Balanced after 6 trials
|
||||
0:00:00: Reservoir R1 is emptying
|
||||
0:00:00: Reservoir R2 is filling
|
||||
|
||||
Analysis ended Fri Mar 23 14:48:38 2018
|
||||
Binary file not shown.
@@ -1,41 +0,0 @@
|
||||
Page 1 Fri Mar 23 14:48:39 2018
|
||||
|
||||
******************************************************************
|
||||
* E P A N E T *
|
||||
* Hydraulic and Water Quality *
|
||||
* Analysis for Pipe Networks *
|
||||
* Version 2.00.12 *
|
||||
******************************************************************
|
||||
|
||||
Analysis begun Fri Mar 23 14:48:39 2018
|
||||
|
||||
|
||||
Hydraulic Status:
|
||||
-----------------------------------------------------------------------
|
||||
0:00:00: Balancing the network:
|
||||
Trial 1: relative flow change = 2.337526
|
||||
Trial 2: relative flow change = 0.996214
|
||||
Trial 3: relative flow change = 0.986741
|
||||
Trial 4: relative flow change = 0.969377
|
||||
Trial 5: relative flow change = 0.953164
|
||||
Trial 6: relative flow change = 0.936956
|
||||
Trial 7: relative flow change = 0.864790
|
||||
Trial 8: relative flow change = 0.999442
|
||||
Trial 9: relative flow change = 0.698432
|
||||
Trial 10: relative flow change = 0.387803
|
||||
Trial 11: relative flow change = 0.205241
|
||||
Trial 12: relative flow change = 0.105711
|
||||
Trial 13: relative flow change = 0.053664
|
||||
Trial 14: relative flow change = 0.027039
|
||||
Trial 15: relative flow change = 0.013572
|
||||
Trial 16: relative flow change = 0.006799
|
||||
Trial 17: relative flow change = 0.003339
|
||||
Trial 18: relative flow change = 0.001263
|
||||
Trial 19: relative flow change = 0.000417
|
||||
Trial 20: relative flow change = 0.000184
|
||||
Trial 21: relative flow change = 0.000092
|
||||
0:00:00: Balanced after 21 trials
|
||||
0:00:00: Reservoir B is emptying
|
||||
0:00:00: Reservoir A is emptying
|
||||
|
||||
Analysis ended Fri Mar 23 14:48:39 2018
|
||||
Binary file not shown.
@@ -1,65 +0,0 @@
|
||||
Page 1 Fri Mar 23 14:48:39 2018
|
||||
|
||||
******************************************************************
|
||||
* E P A N E T *
|
||||
* Hydraulic and Water Quality *
|
||||
* Analysis for Pipe Networks *
|
||||
* Version 2.00.12 *
|
||||
******************************************************************
|
||||
|
||||
|
||||
Input Data File ................... gestar1mod.inp
|
||||
Number of Junctions................ 1
|
||||
Number of Reservoirs............... 2
|
||||
Number of Tanks ................... 0
|
||||
Number of Pipes ................... 2
|
||||
Number of Pumps ................... 0
|
||||
Number of Valves .................. 0
|
||||
Headloss Formula .................. Darcy-Weisbach
|
||||
Hydraulic Timestep ................ 1.00 hrs
|
||||
Hydraulic Accuracy ................ 0.000100
|
||||
Status Check Frequency ............ 2
|
||||
Maximum Trials Checked ............ 10
|
||||
Damping Limit Threshold ........... 0.000000
|
||||
Maximum Trials .................... 21
|
||||
Quality Analysis .................. None
|
||||
Specific Gravity .................. 1.00
|
||||
Relative Kinematic Viscosity ...... 1.00
|
||||
Relative Chemical Diffusivity ..... 1.00
|
||||
Demand Multiplier ................. 1.00
|
||||
Total Duration .................... 0.00 hrs
|
||||
Reporting Criteria:
|
||||
No Nodes
|
||||
No Links
|
||||
|
||||
Analysis begun Fri Mar 23 14:48:39 2018
|
||||
|
||||
|
||||
Hydraulic Status:
|
||||
-----------------------------------------------------------------------
|
||||
0:00:00: Balancing the network:
|
||||
Trial 1: relative flow change = 6.023683
|
||||
Trial 2: relative flow change = 1.016700
|
||||
Trial 3: relative flow change = 1.035511
|
||||
Trial 4: relative flow change = 1.080023
|
||||
Trial 5: relative flow change = 1.203079
|
||||
Trial 6: relative flow change = 1.469410
|
||||
Trial 7: relative flow change = 0.581200
|
||||
Trial 8: relative flow change = 0.263708
|
||||
Trial 9: relative flow change = 0.131854
|
||||
Trial 10: relative flow change = 0.065927
|
||||
Trial 11: relative flow change = 0.032964
|
||||
Trial 12: relative flow change = 0.016482
|
||||
Trial 13: relative flow change = 0.008241
|
||||
Trial 14: relative flow change = 0.004120
|
||||
Trial 15: relative flow change = 0.002060
|
||||
Trial 16: relative flow change = 0.001030
|
||||
Trial 17: relative flow change = 0.000515
|
||||
Trial 18: relative flow change = 0.000258
|
||||
Trial 19: relative flow change = 0.000129
|
||||
Trial 20: relative flow change = 0.000064
|
||||
0:00:00: Balanced after 20 trials
|
||||
0:00:00: Reservoir B is emptying
|
||||
0:00:00: Reservoir A is emptying
|
||||
|
||||
Analysis ended Fri Mar 23 14:48:39 2018
|
||||
Binary file not shown.
@@ -1,29 +0,0 @@
|
||||
Page 1 Fri Mar 23 14:48:39 2018
|
||||
|
||||
******************************************************************
|
||||
* E P A N E T *
|
||||
* Hydraulic and Water Quality *
|
||||
* Analysis for Pipe Networks *
|
||||
* Version 2.00.12 *
|
||||
******************************************************************
|
||||
|
||||
Analysis begun Fri Mar 23 14:48:39 2018
|
||||
|
||||
|
||||
Hydraulic Status:
|
||||
-----------------------------------------------------------------------
|
||||
0:00:00: Balancing the network:
|
||||
Trial 1: relative flow change = 6.551358
|
||||
Trial 2: relative flow change = 1.197136
|
||||
Trial 3: relative flow change = 1.229316
|
||||
Trial 4: relative flow change = 1.319952
|
||||
Trial 5: relative flow change = 1.668231
|
||||
Trial 6: relative flow change = 1.147804
|
||||
Trial 7: relative flow change = 0.303981
|
||||
Trial 8: relative flow change = 0.013634
|
||||
Trial 9: relative flow change = 0.000030
|
||||
0:00:00: Balanced after 9 trials
|
||||
0:00:00: Reservoir B is emptying
|
||||
0:00:00: Reservoir A is emptying
|
||||
|
||||
Analysis ended Fri Mar 23 14:48:39 2018
|
||||
Binary file not shown.
@@ -1,12 +0,0 @@
|
||||
Page 1 Fri Mar 23 14:48:39 2018
|
||||
|
||||
******************************************************************
|
||||
* E P A N E T *
|
||||
* Hydraulic and Water Quality *
|
||||
* Analysis for Pipe Networks *
|
||||
* Version 2.00.12 *
|
||||
******************************************************************
|
||||
|
||||
Analysis begun Fri Mar 23 14:48:39 2018
|
||||
|
||||
Analysis ended Fri Mar 23 14:48:39 2018
|
||||
@@ -1,515 +0,0 @@
|
||||
{
|
||||
"Application": {
|
||||
"description": "Windows, MS VC 2010, 32 Bit",
|
||||
"name": "epanet",
|
||||
"version": "2.0.12"
|
||||
},
|
||||
"Tests": [
|
||||
{
|
||||
"description": "Simple loop network with two pressure reducing valves.",
|
||||
"error_msg": null,
|
||||
"name": "2PRVs",
|
||||
"output_files": {
|
||||
"2PRVs.out": "epanet allclose",
|
||||
"2PRVs.rpt": "epanet report"
|
||||
},
|
||||
"passed": true,
|
||||
"version": "1.0"
|
||||
},
|
||||
{
|
||||
"description": "Another loop network with two pressure reducing valves",
|
||||
"error_msg": null,
|
||||
"name": "2PRVs-a",
|
||||
"output_files": {
|
||||
"2PRVs-a.out": "epanet allclose",
|
||||
"2PRVs-a.rpt": "epanet report"
|
||||
},
|
||||
"passed": true,
|
||||
"version": "1.0"
|
||||
},
|
||||
{
|
||||
"description": "Another variation of a loop network with two pressure reducing valves.",
|
||||
"error_msg": null,
|
||||
"name": "2PRVs-aquis",
|
||||
"output_files": {
|
||||
"2PRVs-aquis.out": "epanet allclose",
|
||||
"2PRVs-aquis.rpt": "epanet report"
|
||||
},
|
||||
"passed": true,
|
||||
"version": "1.0"
|
||||
},
|
||||
{
|
||||
"description": "",
|
||||
"error_msg": null,
|
||||
"name": "2Tanks",
|
||||
"output_files": {
|
||||
"2Tanks.out": "epanet allclose",
|
||||
"2Tanks.rpt": "epanet report"
|
||||
},
|
||||
"passed": true,
|
||||
"version": "1.0"
|
||||
},
|
||||
{
|
||||
"description": "Simple branch network with two flow control valves",
|
||||
"error_msg": null,
|
||||
"name": "2fcvs",
|
||||
"output_files": {
|
||||
"2fcvs.out": "epanet allclose",
|
||||
"2fcvs.rpt": "epanet report"
|
||||
},
|
||||
"passed": true,
|
||||
"version": "1.0"
|
||||
},
|
||||
{
|
||||
"description": "",
|
||||
"error_msg": null,
|
||||
"name": "57460",
|
||||
"output_files": {
|
||||
"57460.out": "epanet allclose",
|
||||
"57460.rpt": "epanet report"
|
||||
},
|
||||
"passed": true,
|
||||
"version": "1.0"
|
||||
},
|
||||
{
|
||||
"description": "Branch network with pump header and five flow control valves.",
|
||||
"error_msg": null,
|
||||
"name": "5fcvs",
|
||||
"output_files": {
|
||||
"5fcvs.out": "epanet allclose",
|
||||
"5fcvs.rpt": "epanet report"
|
||||
},
|
||||
"passed": true,
|
||||
"version": "1.0"
|
||||
},
|
||||
{
|
||||
"description": "",
|
||||
"error_msg": null,
|
||||
"name": "6848-68nodes",
|
||||
"output_files": {
|
||||
"6848-68nodes.out": "epanet allclose",
|
||||
"6848-68nodes.rpt": "epanet report"
|
||||
},
|
||||
"passed": true,
|
||||
"version": "1.0"
|
||||
},
|
||||
{
|
||||
"description": "",
|
||||
"error_msg": null,
|
||||
"name": "Elhay-ZeroFlow",
|
||||
"output_files": {
|
||||
"Elhay-ZeroFlow.out": "epanet allclose",
|
||||
"Elhay-ZeroFlow.rpt": "epanet report"
|
||||
},
|
||||
"passed": true,
|
||||
"version": "1.0"
|
||||
},
|
||||
{
|
||||
"description": "A simple example of modeling chlorine decay",
|
||||
"error_msg": null,
|
||||
"name": "Example 1",
|
||||
"output_files": {
|
||||
"example1.out": "epanet allclose",
|
||||
"example1.rpt": "epanet report"
|
||||
},
|
||||
"passed": true,
|
||||
"version": "1.0"
|
||||
},
|
||||
{
|
||||
"description": "Example of modeling a 55-hour fluoride tracer study.",
|
||||
"error_msg": null,
|
||||
"name": "Example 2",
|
||||
"output_files": {
|
||||
"example2.out": "epanet allclose",
|
||||
"example2.rpt": "epanet report"
|
||||
},
|
||||
"passed": true,
|
||||
"version": "1.0"
|
||||
},
|
||||
{
|
||||
"description": "Dual-source system example",
|
||||
"error_msg": null,
|
||||
"name": "Example 3",
|
||||
"output_files": {
|
||||
"example3.out": "epanet allclose",
|
||||
"example3.rpt": "epanet report"
|
||||
},
|
||||
"passed": true,
|
||||
"version": "1.0"
|
||||
},
|
||||
{
|
||||
"description": "",
|
||||
"error_msg": null,
|
||||
"name": "GES4-9",
|
||||
"output_files": {
|
||||
"GES4-9.out": "epanet allclose",
|
||||
"GES4-9.rpt": "epanet report"
|
||||
},
|
||||
"passed": true,
|
||||
"version": "1.0"
|
||||
},
|
||||
{
|
||||
"description": "",
|
||||
"error_msg": null,
|
||||
"name": "JEP5-13",
|
||||
"output_files": {
|
||||
"JEP5-13.out": "epanet allclose",
|
||||
"JEP5-13.rpt": "epanet report"
|
||||
},
|
||||
"passed": true,
|
||||
"version": "1.0"
|
||||
},
|
||||
{
|
||||
"description": "Example network one with tank mixing",
|
||||
"error_msg": null,
|
||||
"name": "NET1",
|
||||
"output_files": {
|
||||
"NET1.out": "epanet allclose",
|
||||
"NET1.rpt": "epanet report"
|
||||
},
|
||||
"passed": true,
|
||||
"version": "1.0"
|
||||
},
|
||||
{
|
||||
"description": "Example network one with control.",
|
||||
"error_msg": null,
|
||||
"name": "NET1-3",
|
||||
"output_files": {
|
||||
"NET1-3.out": "epanet allclose",
|
||||
"NET1-3.rpt": "epanet report"
|
||||
},
|
||||
"passed": true,
|
||||
"version": "1.0"
|
||||
},
|
||||
{
|
||||
"description": "Network one with pressure breaker valve.",
|
||||
"error_msg": null,
|
||||
"name": "NET1-PBV",
|
||||
"output_files": {
|
||||
"NET1-PBV.out": "epanet allclose",
|
||||
"NET1-PBV.rpt": "epanet report"
|
||||
},
|
||||
"passed": true,
|
||||
"version": "1.0"
|
||||
},
|
||||
{
|
||||
"description": "Example network one with check valve.",
|
||||
"error_msg": null,
|
||||
"name": "NET1cv",
|
||||
"output_files": {
|
||||
"NET1cv.out": "epanet allclose",
|
||||
"NET1cv.rpt": "epanet report"
|
||||
},
|
||||
"passed": true,
|
||||
"version": "1.0"
|
||||
},
|
||||
{
|
||||
"description": "Example network one with emitter.",
|
||||
"error_msg": null,
|
||||
"name": "NET1emit",
|
||||
"output_files": {
|
||||
"NET1emit.out": "epanet allclose",
|
||||
"NET1emit.rpt": "epanet report"
|
||||
},
|
||||
"passed": true,
|
||||
"version": "1.0"
|
||||
},
|
||||
{
|
||||
"description": "Network one with emitter and negative pressure condition",
|
||||
"error_msg": null,
|
||||
"name": "NET1negemit",
|
||||
"output_files": {
|
||||
"NET1negemit.out": "epanet allclose",
|
||||
"NET1negemit.rpt": "epanet report"
|
||||
},
|
||||
"passed": true,
|
||||
"version": "1.0"
|
||||
},
|
||||
{
|
||||
"description": "Network one with steady-state hydraulics and no water quality.",
|
||||
"error_msg": null,
|
||||
"name": "NET1np",
|
||||
"output_files": {
|
||||
"NET1np.out": "epanet allclose",
|
||||
"NET1np.rpt": "epanet report"
|
||||
},
|
||||
"passed": true,
|
||||
"version": "1.0"
|
||||
},
|
||||
{
|
||||
"description": "Network one with steady-state hydrulics and no water quality.",
|
||||
"error_msg": null,
|
||||
"name": "NET1para",
|
||||
"output_files": {
|
||||
"NET1para.out": "epanet allclose",
|
||||
"NET1para.rpt": "epanet report"
|
||||
},
|
||||
"passed": true,
|
||||
"version": "1.0"
|
||||
},
|
||||
{
|
||||
"description": "",
|
||||
"error_msg": null,
|
||||
"name": "NW_Model",
|
||||
"output_files": {
|
||||
"NW_Model.out": "epanet allclose",
|
||||
"NW_Model.rpt": "epanet report"
|
||||
},
|
||||
"passed": true,
|
||||
"version": "1.0"
|
||||
},
|
||||
{
|
||||
"description": "",
|
||||
"error_msg": null,
|
||||
"name": "NW_Model1",
|
||||
"output_files": {
|
||||
"NW_Model1.out": "epanet allclose",
|
||||
"NW_Model1.rpt": "epanet report"
|
||||
},
|
||||
"passed": true,
|
||||
"version": "1.0"
|
||||
},
|
||||
{
|
||||
"description": "",
|
||||
"error_msg": null,
|
||||
"name": "anytown-3",
|
||||
"output_files": {
|
||||
"anytown-3.out": "epanet allclose",
|
||||
"anytown-3.rpt": "epanet report"
|
||||
},
|
||||
"passed": true,
|
||||
"version": "1.0"
|
||||
},
|
||||
{
|
||||
"description": "",
|
||||
"error_msg": null,
|
||||
"name": "exnet-3",
|
||||
"output_files": {
|
||||
"exnet-3.out": "epanet allclose",
|
||||
"exnet-3.rpt": "epanet report"
|
||||
},
|
||||
"passed": true,
|
||||
"version": "1.0"
|
||||
},
|
||||
{
|
||||
"description": "Flow control valve on line between two reservoirs.",
|
||||
"error_msg": null,
|
||||
"name": "fcv",
|
||||
"output_files": {
|
||||
"fcv.out": "epanet allclose",
|
||||
"fcv.rpt": "epanet report"
|
||||
},
|
||||
"passed": true,
|
||||
"version": "1.0"
|
||||
},
|
||||
{
|
||||
"description": "Flow control valve between two reservoirs under a no flow condition.",
|
||||
"error_msg": null,
|
||||
"name": "fcv-noflow",
|
||||
"output_files": {
|
||||
"fcv-noflow.out": "epanet allclose",
|
||||
"fcv-noflow.rpt": "epanet report"
|
||||
},
|
||||
"passed": true,
|
||||
"version": "1.0"
|
||||
},
|
||||
{
|
||||
"description": "Variation of flow control valve on line between two reservoirs.",
|
||||
"error_msg": null,
|
||||
"name": "fcv2",
|
||||
"output_files": {
|
||||
"fcv2.out": "epanet allclose",
|
||||
"fcv2.rpt": "epanet report"
|
||||
},
|
||||
"passed": true,
|
||||
"version": "1.0"
|
||||
},
|
||||
{
|
||||
"description": "",
|
||||
"error_msg": null,
|
||||
"name": "gestar1",
|
||||
"output_files": {
|
||||
"gestar1.out": "epanet allclose",
|
||||
"gestar1.rpt": "epanet report"
|
||||
},
|
||||
"passed": true,
|
||||
"version": "1.0"
|
||||
},
|
||||
{
|
||||
"description": "",
|
||||
"error_msg": null,
|
||||
"name": "gestar1mod",
|
||||
"output_files": {
|
||||
"gestar1mod.out": "epanet allclose",
|
||||
"gestar1mod.rpt": "epanet report"
|
||||
},
|
||||
"passed": true,
|
||||
"version": "1.0"
|
||||
},
|
||||
{
|
||||
"description": "",
|
||||
"error_msg": null,
|
||||
"name": "gestar1modHW",
|
||||
"output_files": {
|
||||
"gestar1modHW.out": "epanet allclose",
|
||||
"gestar1modHW.rpt": "epanet report"
|
||||
},
|
||||
"passed": true,
|
||||
"version": "1.0"
|
||||
},
|
||||
{
|
||||
"description": "",
|
||||
"error_msg": null,
|
||||
"name": "hanoi-3",
|
||||
"output_files": {
|
||||
"hanoi-3.out": "epanet allclose",
|
||||
"hanoi-3.rpt": "epanet report"
|
||||
},
|
||||
"passed": true,
|
||||
"version": "1.0"
|
||||
},
|
||||
{
|
||||
"description": "",
|
||||
"error_msg": null,
|
||||
"name": "mod_anytown-3",
|
||||
"output_files": {
|
||||
"mod_anytown-3.out": "epanet allclose",
|
||||
"mod_anytown-3.rpt": "epanet report"
|
||||
},
|
||||
"passed": true,
|
||||
"version": "1.0"
|
||||
},
|
||||
{
|
||||
"description": "",
|
||||
"error_msg": null,
|
||||
"name": "mod_anytown-3a",
|
||||
"output_files": {
|
||||
"mod_anytown-3a.out": "epanet allclose",
|
||||
"mod_anytown-3a.rpt": "epanet report"
|
||||
},
|
||||
"passed": true,
|
||||
"version": "1.0"
|
||||
},
|
||||
{
|
||||
"description": "",
|
||||
"error_msg": null,
|
||||
"name": "noflow",
|
||||
"output_files": {
|
||||
"noflow.out": "epanet allclose",
|
||||
"noflow.rpt": "epanet report"
|
||||
},
|
||||
"passed": true,
|
||||
"version": "1.0"
|
||||
},
|
||||
{
|
||||
"description": "",
|
||||
"error_msg": null,
|
||||
"name": "sampletown",
|
||||
"output_files": {
|
||||
"sampletown.out": "epanet allclose",
|
||||
"sampletown.rpt": "epanet report"
|
||||
},
|
||||
"passed": true,
|
||||
"version": "1.0"
|
||||
},
|
||||
{
|
||||
"description": "",
|
||||
"error_msg": null,
|
||||
"name": "simplenet",
|
||||
"output_files": {
|
||||
"simplenet.out": "epanet allclose",
|
||||
"simplenet.rpt": "epanet report"
|
||||
},
|
||||
"passed": true,
|
||||
"version": "1.0"
|
||||
},
|
||||
{
|
||||
"description": "",
|
||||
"error_msg": null,
|
||||
"name": "simpson_test",
|
||||
"output_files": {
|
||||
"simpson_test.out": "epanet allclose",
|
||||
"simpson_test.rpt": "epanet report"
|
||||
},
|
||||
"passed": true,
|
||||
"version": "1.0"
|
||||
},
|
||||
{
|
||||
"description": "",
|
||||
"error_msg": null,
|
||||
"name": "simpson_test_2-12",
|
||||
"output_files": {
|
||||
"simpson_test_2-12.out": "epanet allclose",
|
||||
"simpson_test_2-12.rpt": "epanet report"
|
||||
},
|
||||
"passed": true,
|
||||
"version": "1.0"
|
||||
},
|
||||
{
|
||||
"description": "",
|
||||
"error_msg": null,
|
||||
"name": "st-net3",
|
||||
"output_files": {
|
||||
"st-net3.out": "epanet allclose",
|
||||
"st-net3.rpt": "epanet report"
|
||||
},
|
||||
"passed": true,
|
||||
"version": "1.0"
|
||||
},
|
||||
{
|
||||
"description": "",
|
||||
"error_msg": null,
|
||||
"name": "st-net3-3",
|
||||
"output_files": {
|
||||
"st-net3-3.out": "epanet allclose",
|
||||
"st-net3-3.rpt": "epanet report"
|
||||
},
|
||||
"passed": true,
|
||||
"version": "1.0"
|
||||
},
|
||||
{
|
||||
"description": "",
|
||||
"error_msg": null,
|
||||
"name": "test101",
|
||||
"output_files": {
|
||||
"test101.out": "epanet allclose",
|
||||
"test101.rpt": "epanet report"
|
||||
},
|
||||
"passed": true,
|
||||
"version": "1.0"
|
||||
},
|
||||
{
|
||||
"description": "",
|
||||
"error_msg": null,
|
||||
"name": "test101-3",
|
||||
"output_files": {
|
||||
"test101-3.out": "epanet allclose",
|
||||
"test101-3.rpt": "epanet report"
|
||||
},
|
||||
"passed": true,
|
||||
"version": "1.0"
|
||||
},
|
||||
{
|
||||
"description": "",
|
||||
"error_msg": null,
|
||||
"name": "todinitest",
|
||||
"output_files": {
|
||||
"todinitest.out": "epanet allclose",
|
||||
"todinitest.rpt": "epanet report"
|
||||
},
|
||||
"passed": true,
|
||||
"version": "1.0"
|
||||
},
|
||||
{
|
||||
"description": "",
|
||||
"error_msg": null,
|
||||
"name": "wolf-3",
|
||||
"output_files": {
|
||||
"wolf-3.out": "epanet allclose",
|
||||
"wolf-3.rpt": "epanet report"
|
||||
},
|
||||
"passed": true,
|
||||
"version": "1.0"
|
||||
}
|
||||
]
|
||||
}
|
||||
Binary file not shown.
@@ -1,34 +0,0 @@
|
||||
Page 1 Fri Mar 23 14:48:39 2018
|
||||
|
||||
******************************************************************
|
||||
* E P A N E T *
|
||||
* Hydraulic and Water Quality *
|
||||
* Analysis for Pipe Networks *
|
||||
* Version 2.00.12 *
|
||||
******************************************************************
|
||||
|
||||
Analysis begun Fri Mar 23 14:48:39 2018
|
||||
|
||||
|
||||
Hydraulic Status:
|
||||
-----------------------------------------------------------------------
|
||||
0:00:00: Balancing the network:
|
||||
Trial 1: relative flow change = 0.985507
|
||||
Trial 2: relative flow change = 0.391213
|
||||
Pipe 142 switched from open to closed
|
||||
Pipe 143 switched from open to closed
|
||||
Trial 3: relative flow change = 0.505790
|
||||
Trial 4: relative flow change = 0.035713
|
||||
Trial 5: relative flow change = 0.006044
|
||||
Trial 6: relative flow change = 0.001067
|
||||
Trial 7: relative flow change = 0.000099
|
||||
0:00:00: Balanced after 7 trials
|
||||
0:00:00: Reservoir 40 is emptying
|
||||
0:00:00: Tank 41 is closed at 10.00 ft
|
||||
0:00:00: Tank 42 is closed at 10.00 ft
|
||||
0:00:00: Pipe 142 temporarily closed
|
||||
0:00:00: Pipe 143 temporarily closed
|
||||
|
||||
WARNING: Negative pressures at 0:00:00 hrs.
|
||||
|
||||
Analysis ended Fri Mar 23 14:48:39 2018
|
||||
Binary file not shown.
@@ -1,26 +0,0 @@
|
||||
Page 1 Fri Mar 23 14:48:39 2018
|
||||
|
||||
******************************************************************
|
||||
* E P A N E T *
|
||||
* Hydraulic and Water Quality *
|
||||
* Analysis for Pipe Networks *
|
||||
* Version 2.00.12 *
|
||||
******************************************************************
|
||||
|
||||
Analysis begun Fri Mar 23 14:48:39 2018
|
||||
|
||||
|
||||
Hydraulic Status:
|
||||
-----------------------------------------------------------------------
|
||||
0:00:00: Balancing the network:
|
||||
Trial 1: relative flow change = 0.988142
|
||||
Trial 2: relative flow change = 0.387661
|
||||
Trial 3: relative flow change = 0.090284
|
||||
Trial 4: relative flow change = 0.011766
|
||||
Trial 5: relative flow change = 0.000595
|
||||
0:00:00: Balanced after 5 trials
|
||||
0:00:00: Reservoir 40 is emptying
|
||||
0:00:00: Tank 41 is emptying at 11.00 ft
|
||||
0:00:00: Tank 42 is emptying at 11.00 ft
|
||||
|
||||
Analysis ended Fri Mar 23 14:48:39 2018
|
||||
Binary file not shown.
@@ -1,26 +0,0 @@
|
||||
Page 1 Fri Mar 23 14:48:39 2018
|
||||
|
||||
******************************************************************
|
||||
* E P A N E T *
|
||||
* Hydraulic and Water Quality *
|
||||
* Analysis for Pipe Networks *
|
||||
* Version 2.00.12 *
|
||||
******************************************************************
|
||||
|
||||
Analysis begun Fri Mar 23 14:48:39 2018
|
||||
|
||||
|
||||
Hydraulic Status:
|
||||
-----------------------------------------------------------------------
|
||||
0:00:00: Balancing the network:
|
||||
Trial 1: relative flow change = 0.963369
|
||||
Trial 2: relative flow change = 0.927544
|
||||
Trial 3: relative flow change = 0.519465
|
||||
Trial 4: relative flow change = 0.123703
|
||||
Trial 5: relative flow change = 0.006485
|
||||
Trial 6: relative flow change = 0.000018
|
||||
0:00:00: Balanced after 6 trials
|
||||
0:00:00: Reservoir R1 is emptying
|
||||
0:00:00: Reservoir R2 is filling
|
||||
|
||||
Analysis ended Fri Mar 23 14:48:39 2018
|
||||
Binary file not shown.
@@ -1,12 +0,0 @@
|
||||
Page 1 Fri Mar 23 14:48:40 2018
|
||||
|
||||
******************************************************************
|
||||
* E P A N E T *
|
||||
* Hydraulic and Water Quality *
|
||||
* Analysis for Pipe Networks *
|
||||
* Version 2.00.12 *
|
||||
******************************************************************
|
||||
|
||||
Analysis begun Fri Mar 23 14:48:40 2018
|
||||
|
||||
Analysis ended Fri Mar 23 14:48:40 2018
|
||||
Binary file not shown.
@@ -1,624 +0,0 @@
|
||||
Page 1 Fri Mar 23 14:48:40 2018
|
||||
|
||||
******************************************************************
|
||||
* E P A N E T *
|
||||
* Hydraulic and Water Quality *
|
||||
* Analysis for Pipe Networks *
|
||||
* Version 2.00.12 *
|
||||
******************************************************************
|
||||
|
||||
EPANET Example Network 3
|
||||
Example showing how the percent of Lake water in a dual-source
|
||||
system changes over time.
|
||||
|
||||
Input Data File ................... simplenet.inp
|
||||
Number of Junctions................ 2
|
||||
Number of Reservoirs............... 1
|
||||
Number of Tanks ................... 0
|
||||
Number of Pipes ................... 2
|
||||
Number of Pumps ................... 0
|
||||
Number of Valves .................. 0
|
||||
Headloss Formula .................. Hazen-Williams
|
||||
Hydraulic Timestep ................ 5.00 min
|
||||
Hydraulic Accuracy ................ 0.001000
|
||||
Status Check Frequency ............ 2
|
||||
Maximum Trials Checked ............ 10
|
||||
Damping Limit Threshold ........... 0.000000
|
||||
Maximum Trials .................... 40
|
||||
Quality Analysis .................. Trace From Node reservoir
|
||||
Water Quality Time Step ........... 5.00 min
|
||||
Water Quality Tolerance ........... 0.01 % from
|
||||
Specific Gravity .................. 1.00
|
||||
Relative Kinematic Viscosity ...... 1.00
|
||||
Relative Chemical Diffusivity ..... 1.00
|
||||
Demand Multiplier ................. 1.00
|
||||
Total Duration .................... 1440.00 min
|
||||
Reporting Criteria:
|
||||
No Nodes
|
||||
No Links
|
||||
|
||||
Analysis begun Fri Mar 23 14:48:40 2018
|
||||
|
||||
|
||||
Hydraulic Status:
|
||||
-----------------------------------------------------------------------
|
||||
0:00:00: Balanced after 2 trials
|
||||
0:00:00: Reservoir reservoir is emptying
|
||||
|
||||
0:05:00: Balanced after 1 trials
|
||||
|
||||
0:10:00: Balanced after 1 trials
|
||||
|
||||
0:15:00: Balanced after 1 trials
|
||||
|
||||
0:20:00: Balanced after 1 trials
|
||||
|
||||
0:25:00: Balanced after 1 trials
|
||||
|
||||
0:30:00: Balanced after 1 trials
|
||||
|
||||
0:35:00: Balanced after 1 trials
|
||||
|
||||
0:40:00: Balanced after 1 trials
|
||||
|
||||
0:45:00: Balanced after 1 trials
|
||||
|
||||
0:50:00: Balanced after 1 trials
|
||||
|
||||
0:55:00: Balanced after 1 trials
|
||||
|
||||
1:00:00: Balanced after 1 trials
|
||||
|
||||
1:05:00: Balanced after 1 trials
|
||||
|
||||
1:10:00: Balanced after 1 trials
|
||||
|
||||
1:15:00: Balanced after 1 trials
|
||||
|
||||
1:20:00: Balanced after 1 trials
|
||||
|
||||
1:25:00: Balanced after 1 trials
|
||||
|
||||
1:30:00: Balanced after 1 trials
|
||||
|
||||
1:35:00: Balanced after 1 trials
|
||||
|
||||
1:40:00: Balanced after 1 trials
|
||||
|
||||
1:45:00: Balanced after 1 trials
|
||||
|
||||
1:50:00: Balanced after 1 trials
|
||||
|
||||
1:55:00: Balanced after 1 trials
|
||||
|
||||
2:00:00: Balanced after 1 trials
|
||||
|
||||
2:05:00: Balanced after 1 trials
|
||||
|
||||
2:10:00: Balanced after 1 trials
|
||||
|
||||
2:15:00: Balanced after 1 trials
|
||||
|
||||
2:20:00: Balanced after 1 trials
|
||||
|
||||
2:25:00: Balanced after 1 trials
|
||||
|
||||
2:30:00: Balanced after 1 trials
|
||||
|
||||
2:35:00: Balanced after 1 trials
|
||||
|
||||
2:40:00: Balanced after 1 trials
|
||||
|
||||
2:45:00: Balanced after 1 trials
|
||||
|
||||
2:50:00: Balanced after 1 trials
|
||||
|
||||
2:55:00: Balanced after 1 trials
|
||||
|
||||
3:00:00: Balanced after 1 trials
|
||||
|
||||
3:05:00: Balanced after 1 trials
|
||||
|
||||
3:10:00: Balanced after 1 trials
|
||||
|
||||
3:15:00: Balanced after 1 trials
|
||||
|
||||
3:20:00: Balanced after 1 trials
|
||||
|
||||
3:25:00: Balanced after 1 trials
|
||||
|
||||
3:30:00: Balanced after 1 trials
|
||||
|
||||
3:35:00: Balanced after 1 trials
|
||||
|
||||
3:40:00: Balanced after 1 trials
|
||||
|
||||
3:45:00: Balanced after 1 trials
|
||||
|
||||
3:50:00: Balanced after 1 trials
|
||||
|
||||
3:55:00: Balanced after 1 trials
|
||||
|
||||
4:00:00: Balanced after 1 trials
|
||||
|
||||
4:05:00: Balanced after 1 trials
|
||||
|
||||
4:10:00: Balanced after 1 trials
|
||||
|
||||
4:15:00: Balanced after 1 trials
|
||||
|
||||
4:20:00: Balanced after 1 trials
|
||||
|
||||
4:25:00: Balanced after 1 trials
|
||||
|
||||
4:30:00: Balanced after 1 trials
|
||||
|
||||
4:35:00: Balanced after 1 trials
|
||||
|
||||
4:40:00: Balanced after 1 trials
|
||||
|
||||
4:45:00: Balanced after 1 trials
|
||||
|
||||
4:50:00: Balanced after 1 trials
|
||||
|
||||
4:55:00: Balanced after 1 trials
|
||||
|
||||
5:00:00: Balanced after 1 trials
|
||||
|
||||
5:05:00: Balanced after 1 trials
|
||||
|
||||
5:10:00: Balanced after 1 trials
|
||||
|
||||
5:15:00: Balanced after 1 trials
|
||||
|
||||
5:20:00: Balanced after 1 trials
|
||||
|
||||
5:25:00: Balanced after 1 trials
|
||||
|
||||
5:30:00: Balanced after 1 trials
|
||||
|
||||
5:35:00: Balanced after 1 trials
|
||||
|
||||
5:40:00: Balanced after 1 trials
|
||||
|
||||
5:45:00: Balanced after 1 trials
|
||||
|
||||
5:50:00: Balanced after 1 trials
|
||||
|
||||
5:55:00: Balanced after 1 trials
|
||||
|
||||
6:00:00: Balanced after 1 trials
|
||||
|
||||
6:05:00: Balanced after 1 trials
|
||||
|
||||
6:10:00: Balanced after 1 trials
|
||||
|
||||
6:15:00: Balanced after 1 trials
|
||||
|
||||
6:20:00: Balanced after 1 trials
|
||||
|
||||
6:25:00: Balanced after 1 trials
|
||||
|
||||
6:30:00: Balanced after 1 trials
|
||||
|
||||
6:35:00: Balanced after 1 trials
|
||||
|
||||
6:40:00: Balanced after 1 trials
|
||||
|
||||
6:45:00: Balanced after 1 trials
|
||||
|
||||
6:50:00: Balanced after 1 trials
|
||||
|
||||
6:55:00: Balanced after 1 trials
|
||||
|
||||
7:00:00: Balanced after 1 trials
|
||||
|
||||
7:05:00: Balanced after 1 trials
|
||||
|
||||
7:10:00: Balanced after 1 trials
|
||||
|
||||
7:15:00: Balanced after 1 trials
|
||||
|
||||
7:20:00: Balanced after 1 trials
|
||||
|
||||
7:25:00: Balanced after 1 trials
|
||||
|
||||
7:30:00: Balanced after 1 trials
|
||||
|
||||
7:35:00: Balanced after 1 trials
|
||||
|
||||
7:40:00: Balanced after 1 trials
|
||||
|
||||
7:45:00: Balanced after 1 trials
|
||||
|
||||
7:50:00: Balanced after 1 trials
|
||||
|
||||
7:55:00: Balanced after 1 trials
|
||||
|
||||
8:00:00: Balanced after 1 trials
|
||||
|
||||
8:05:00: Balanced after 1 trials
|
||||
|
||||
8:10:00: Balanced after 1 trials
|
||||
|
||||
8:15:00: Balanced after 1 trials
|
||||
|
||||
8:20:00: Balanced after 1 trials
|
||||
|
||||
8:25:00: Balanced after 1 trials
|
||||
|
||||
8:30:00: Balanced after 1 trials
|
||||
|
||||
8:35:00: Balanced after 1 trials
|
||||
|
||||
8:40:00: Balanced after 1 trials
|
||||
|
||||
8:45:00: Balanced after 1 trials
|
||||
|
||||
8:50:00: Balanced after 1 trials
|
||||
|
||||
8:55:00: Balanced after 1 trials
|
||||
|
||||
9:00:00: Balanced after 1 trials
|
||||
|
||||
9:05:00: Balanced after 1 trials
|
||||
|
||||
9:10:00: Balanced after 1 trials
|
||||
|
||||
9:15:00: Balanced after 1 trials
|
||||
|
||||
9:20:00: Balanced after 1 trials
|
||||
|
||||
9:25:00: Balanced after 1 trials
|
||||
|
||||
9:30:00: Balanced after 1 trials
|
||||
|
||||
9:35:00: Balanced after 1 trials
|
||||
|
||||
9:40:00: Balanced after 1 trials
|
||||
|
||||
9:45:00: Balanced after 1 trials
|
||||
|
||||
9:50:00: Balanced after 1 trials
|
||||
|
||||
9:55:00: Balanced after 1 trials
|
||||
|
||||
10:00:00: Balanced after 1 trials
|
||||
|
||||
10:05:00: Balanced after 1 trials
|
||||
|
||||
10:10:00: Balanced after 1 trials
|
||||
|
||||
10:15:00: Balanced after 1 trials
|
||||
|
||||
10:20:00: Balanced after 1 trials
|
||||
|
||||
10:25:00: Balanced after 1 trials
|
||||
|
||||
10:30:00: Balanced after 1 trials
|
||||
|
||||
10:35:00: Balanced after 1 trials
|
||||
|
||||
10:40:00: Balanced after 1 trials
|
||||
|
||||
10:45:00: Balanced after 1 trials
|
||||
|
||||
10:50:00: Balanced after 1 trials
|
||||
|
||||
10:55:00: Balanced after 1 trials
|
||||
|
||||
11:00:00: Balanced after 1 trials
|
||||
|
||||
11:05:00: Balanced after 1 trials
|
||||
|
||||
11:10:00: Balanced after 1 trials
|
||||
|
||||
11:15:00: Balanced after 1 trials
|
||||
|
||||
11:20:00: Balanced after 1 trials
|
||||
|
||||
11:25:00: Balanced after 1 trials
|
||||
|
||||
11:30:00: Balanced after 1 trials
|
||||
|
||||
11:35:00: Balanced after 1 trials
|
||||
|
||||
11:40:00: Balanced after 1 trials
|
||||
|
||||
11:45:00: Balanced after 1 trials
|
||||
|
||||
11:50:00: Balanced after 1 trials
|
||||
|
||||
11:55:00: Balanced after 1 trials
|
||||
|
||||
12:00:00: Balanced after 1 trials
|
||||
|
||||
12:05:00: Balanced after 1 trials
|
||||
|
||||
12:10:00: Balanced after 1 trials
|
||||
|
||||
12:15:00: Balanced after 1 trials
|
||||
|
||||
12:20:00: Balanced after 1 trials
|
||||
|
||||
12:25:00: Balanced after 1 trials
|
||||
|
||||
12:30:00: Balanced after 1 trials
|
||||
|
||||
12:35:00: Balanced after 1 trials
|
||||
|
||||
12:40:00: Balanced after 1 trials
|
||||
|
||||
12:45:00: Balanced after 1 trials
|
||||
|
||||
12:50:00: Balanced after 1 trials
|
||||
|
||||
12:55:00: Balanced after 1 trials
|
||||
|
||||
13:00:00: Balanced after 1 trials
|
||||
|
||||
13:05:00: Balanced after 1 trials
|
||||
|
||||
13:10:00: Balanced after 1 trials
|
||||
|
||||
13:15:00: Balanced after 1 trials
|
||||
|
||||
13:20:00: Balanced after 1 trials
|
||||
|
||||
13:25:00: Balanced after 1 trials
|
||||
|
||||
13:30:00: Balanced after 1 trials
|
||||
|
||||
13:35:00: Balanced after 1 trials
|
||||
|
||||
13:40:00: Balanced after 1 trials
|
||||
|
||||
13:45:00: Balanced after 1 trials
|
||||
|
||||
13:50:00: Balanced after 1 trials
|
||||
|
||||
13:55:00: Balanced after 1 trials
|
||||
|
||||
14:00:00: Balanced after 1 trials
|
||||
|
||||
14:05:00: Balanced after 1 trials
|
||||
|
||||
14:10:00: Balanced after 1 trials
|
||||
|
||||
14:15:00: Balanced after 1 trials
|
||||
|
||||
14:20:00: Balanced after 1 trials
|
||||
|
||||
14:25:00: Balanced after 1 trials
|
||||
|
||||
14:30:00: Balanced after 1 trials
|
||||
|
||||
14:35:00: Balanced after 1 trials
|
||||
|
||||
14:40:00: Balanced after 1 trials
|
||||
|
||||
14:45:00: Balanced after 1 trials
|
||||
|
||||
14:50:00: Balanced after 1 trials
|
||||
|
||||
14:55:00: Balanced after 1 trials
|
||||
|
||||
15:00:00: Balanced after 1 trials
|
||||
|
||||
15:05:00: Balanced after 1 trials
|
||||
|
||||
15:10:00: Balanced after 1 trials
|
||||
|
||||
15:15:00: Balanced after 1 trials
|
||||
|
||||
15:20:00: Balanced after 1 trials
|
||||
|
||||
15:25:00: Balanced after 1 trials
|
||||
|
||||
15:30:00: Balanced after 1 trials
|
||||
|
||||
15:35:00: Balanced after 1 trials
|
||||
|
||||
15:40:00: Balanced after 1 trials
|
||||
|
||||
15:45:00: Balanced after 1 trials
|
||||
|
||||
15:50:00: Balanced after 1 trials
|
||||
|
||||
15:55:00: Balanced after 1 trials
|
||||
|
||||
16:00:00: Balanced after 1 trials
|
||||
|
||||
16:05:00: Balanced after 1 trials
|
||||
|
||||
16:10:00: Balanced after 1 trials
|
||||
|
||||
16:15:00: Balanced after 1 trials
|
||||
|
||||
16:20:00: Balanced after 1 trials
|
||||
|
||||
16:25:00: Balanced after 1 trials
|
||||
|
||||
16:30:00: Balanced after 1 trials
|
||||
|
||||
16:35:00: Balanced after 1 trials
|
||||
|
||||
16:40:00: Balanced after 1 trials
|
||||
|
||||
16:45:00: Balanced after 1 trials
|
||||
|
||||
16:50:00: Balanced after 1 trials
|
||||
|
||||
16:55:00: Balanced after 1 trials
|
||||
|
||||
17:00:00: Balanced after 1 trials
|
||||
|
||||
17:05:00: Balanced after 1 trials
|
||||
|
||||
17:10:00: Balanced after 1 trials
|
||||
|
||||
17:15:00: Balanced after 1 trials
|
||||
|
||||
17:20:00: Balanced after 1 trials
|
||||
|
||||
17:25:00: Balanced after 1 trials
|
||||
|
||||
17:30:00: Balanced after 1 trials
|
||||
|
||||
17:35:00: Balanced after 1 trials
|
||||
|
||||
17:40:00: Balanced after 1 trials
|
||||
|
||||
17:45:00: Balanced after 1 trials
|
||||
|
||||
17:50:00: Balanced after 1 trials
|
||||
|
||||
17:55:00: Balanced after 1 trials
|
||||
|
||||
18:00:00: Balanced after 1 trials
|
||||
|
||||
18:05:00: Balanced after 1 trials
|
||||
|
||||
18:10:00: Balanced after 1 trials
|
||||
|
||||
18:15:00: Balanced after 1 trials
|
||||
|
||||
18:20:00: Balanced after 1 trials
|
||||
|
||||
18:25:00: Balanced after 1 trials
|
||||
|
||||
18:30:00: Balanced after 1 trials
|
||||
|
||||
18:35:00: Balanced after 1 trials
|
||||
|
||||
18:40:00: Balanced after 1 trials
|
||||
|
||||
18:45:00: Balanced after 1 trials
|
||||
|
||||
18:50:00: Balanced after 1 trials
|
||||
|
||||
18:55:00: Balanced after 1 trials
|
||||
|
||||
19:00:00: Balanced after 1 trials
|
||||
|
||||
19:05:00: Balanced after 1 trials
|
||||
|
||||
19:10:00: Balanced after 1 trials
|
||||
|
||||
19:15:00: Balanced after 1 trials
|
||||
|
||||
19:20:00: Balanced after 1 trials
|
||||
|
||||
19:25:00: Balanced after 1 trials
|
||||
|
||||
19:30:00: Balanced after 1 trials
|
||||
|
||||
19:35:00: Balanced after 1 trials
|
||||
|
||||
19:40:00: Balanced after 1 trials
|
||||
|
||||
19:45:00: Balanced after 1 trials
|
||||
|
||||
19:50:00: Balanced after 1 trials
|
||||
|
||||
19:55:00: Balanced after 1 trials
|
||||
|
||||
20:00:00: Balanced after 1 trials
|
||||
|
||||
20:05:00: Balanced after 1 trials
|
||||
|
||||
20:10:00: Balanced after 1 trials
|
||||
|
||||
20:15:00: Balanced after 1 trials
|
||||
|
||||
20:20:00: Balanced after 1 trials
|
||||
|
||||
20:25:00: Balanced after 1 trials
|
||||
|
||||
20:30:00: Balanced after 1 trials
|
||||
|
||||
20:35:00: Balanced after 1 trials
|
||||
|
||||
20:40:00: Balanced after 1 trials
|
||||
|
||||
20:45:00: Balanced after 1 trials
|
||||
|
||||
20:50:00: Balanced after 1 trials
|
||||
|
||||
20:55:00: Balanced after 1 trials
|
||||
|
||||
21:00:00: Balanced after 1 trials
|
||||
|
||||
21:05:00: Balanced after 1 trials
|
||||
|
||||
21:10:00: Balanced after 1 trials
|
||||
|
||||
21:15:00: Balanced after 1 trials
|
||||
|
||||
21:20:00: Balanced after 1 trials
|
||||
|
||||
21:25:00: Balanced after 1 trials
|
||||
|
||||
21:30:00: Balanced after 1 trials
|
||||
|
||||
21:35:00: Balanced after 1 trials
|
||||
|
||||
21:40:00: Balanced after 1 trials
|
||||
|
||||
21:45:00: Balanced after 1 trials
|
||||
|
||||
21:50:00: Balanced after 1 trials
|
||||
|
||||
21:55:00: Balanced after 1 trials
|
||||
|
||||
22:00:00: Balanced after 1 trials
|
||||
|
||||
22:05:00: Balanced after 1 trials
|
||||
|
||||
22:10:00: Balanced after 1 trials
|
||||
|
||||
22:15:00: Balanced after 1 trials
|
||||
|
||||
22:20:00: Balanced after 1 trials
|
||||
|
||||
22:25:00: Balanced after 1 trials
|
||||
|
||||
22:30:00: Balanced after 1 trials
|
||||
|
||||
22:35:00: Balanced after 1 trials
|
||||
|
||||
22:40:00: Balanced after 1 trials
|
||||
|
||||
22:45:00: Balanced after 1 trials
|
||||
|
||||
22:50:00: Balanced after 1 trials
|
||||
|
||||
22:55:00: Balanced after 1 trials
|
||||
|
||||
23:00:00: Balanced after 1 trials
|
||||
|
||||
23:05:00: Balanced after 1 trials
|
||||
|
||||
23:10:00: Balanced after 1 trials
|
||||
|
||||
23:15:00: Balanced after 1 trials
|
||||
|
||||
23:20:00: Balanced after 1 trials
|
||||
|
||||
23:25:00: Balanced after 1 trials
|
||||
|
||||
23:30:00: Balanced after 1 trials
|
||||
|
||||
23:35:00: Balanced after 1 trials
|
||||
|
||||
23:40:00: Balanced after 1 trials
|
||||
|
||||
23:45:00: Balanced after 1 trials
|
||||
|
||||
23:50:00: Balanced after 1 trials
|
||||
|
||||
23:55:00: Balanced after 1 trials
|
||||
|
||||
24:00:00: Balanced after 1 trials
|
||||
|
||||
Analysis ended Fri Mar 23 14:48:40 2018
|
||||
Binary file not shown.
@@ -1,30 +0,0 @@
|
||||
Page 1 Fri Mar 23 14:48:40 2018
|
||||
|
||||
******************************************************************
|
||||
* E P A N E T *
|
||||
* Hydraulic and Water Quality *
|
||||
* Analysis for Pipe Networks *
|
||||
* Version 2.00.12 *
|
||||
******************************************************************
|
||||
|
||||
Analysis begun Fri Mar 23 14:48:40 2018
|
||||
|
||||
|
||||
Hydraulic Status:
|
||||
-----------------------------------------------------------------------
|
||||
0:00:00: Balancing the network:
|
||||
Trial 1: relative flow change = 0.892654
|
||||
Trial 2: relative flow change = 1.072474
|
||||
PRV 5 switched from active to closed
|
||||
FCV 4 switched from active to open
|
||||
Trial 3: relative flow change = 77.341455
|
||||
Trial 4: relative flow change = 0.000004
|
||||
0:00:00: Balanced after 4 trials
|
||||
0:00:00: Reservoir 1 is closed
|
||||
0:00:00: Reservoir 6 is closed
|
||||
0:00:00: FCV 4 open but cannot deliver flow
|
||||
0:00:00: PRV 5 closed
|
||||
|
||||
WARNING: FCV 4 open but cannot deliver flow at 0:00:00 hrs.
|
||||
|
||||
Analysis ended Fri Mar 23 14:48:40 2018
|
||||
Binary file not shown.
@@ -1,30 +0,0 @@
|
||||
Page 1 Fri Mar 23 14:48:40 2018
|
||||
|
||||
******************************************************************
|
||||
* E P A N E T *
|
||||
* Hydraulic and Water Quality *
|
||||
* Analysis for Pipe Networks *
|
||||
* Version 2.00.12 *
|
||||
******************************************************************
|
||||
|
||||
Analysis begun Fri Mar 23 14:48:40 2018
|
||||
|
||||
|
||||
Hydraulic Status:
|
||||
-----------------------------------------------------------------------
|
||||
0:00:00: Balancing the network:
|
||||
Trial 1: relative flow change = 0.928415
|
||||
Trial 2: relative flow change = 1.072474
|
||||
PRV 5 switched from active to closed
|
||||
FCV 4 switched from active to open
|
||||
Trial 3: relative flow change = 77.341455
|
||||
Trial 4: relative flow change = 0.000004
|
||||
0:00:00: Balanced after 4 trials
|
||||
0:00:00: Reservoir 1 is closed
|
||||
0:00:00: Reservoir 6 is closed
|
||||
0:00:00: FCV 4 open but cannot deliver flow
|
||||
0:00:00: PRV 5 closed
|
||||
|
||||
WARNING: FCV 4 open but cannot deliver flow at 0:00:00 hrs.
|
||||
|
||||
Analysis ended Fri Mar 23 14:48:40 2018
|
||||
Binary file not shown.
@@ -1,14 +0,0 @@
|
||||
Page 1 Fri Mar 23 14:48:40 2018
|
||||
|
||||
******************************************************************
|
||||
* E P A N E T *
|
||||
* Hydraulic and Water Quality *
|
||||
* Analysis for Pipe Networks *
|
||||
* Version 2.00.12 *
|
||||
******************************************************************
|
||||
|
||||
Analysis begun Fri Mar 23 14:48:40 2018
|
||||
|
||||
WARNING: Pump 10 closed because cannot deliver head at 0:00:00 hrs.
|
||||
|
||||
Analysis ended Fri Mar 23 14:48:40 2018
|
||||
Binary file not shown.
@@ -1,14 +0,0 @@
|
||||
Page 1 Fri Mar 23 14:48:40 2018
|
||||
|
||||
******************************************************************
|
||||
* E P A N E T *
|
||||
* Hydraulic and Water Quality *
|
||||
* Analysis for Pipe Networks *
|
||||
* Version 2.00.12 *
|
||||
******************************************************************
|
||||
|
||||
Analysis begun Fri Mar 23 14:48:40 2018
|
||||
|
||||
WARNING: Pump 10 closed because cannot deliver head at 0:00:00 hrs.
|
||||
|
||||
Analysis ended Fri Mar 23 14:48:40 2018
|
||||
Binary file not shown.
@@ -1,29 +0,0 @@
|
||||
Page 1 Fri Mar 23 14:48:41 2018
|
||||
|
||||
******************************************************************
|
||||
* E P A N E T *
|
||||
* Hydraulic and Water Quality *
|
||||
* Analysis for Pipe Networks *
|
||||
* Version 2.00.12 *
|
||||
******************************************************************
|
||||
|
||||
Analysis begun Fri Mar 23 14:48:41 2018
|
||||
|
||||
|
||||
Hydraulic Status:
|
||||
-----------------------------------------------------------------------
|
||||
0:00:00: Balancing the network:
|
||||
Trial 1: relative flow change = 0.823588
|
||||
Trial 2: relative flow change = 0.725899
|
||||
Trial 3: relative flow change = 0.412026
|
||||
Trial 4: relative flow change = 0.128355
|
||||
Trial 5: relative flow change = 0.020158
|
||||
Trial 6: relative flow change = 0.002123
|
||||
Trial 7: relative flow change = 0.000206
|
||||
0:00:00: Balanced after 7 trials
|
||||
0:00:00: Reservoir 1 is emptying
|
||||
0:00:00: Reservoir 32 is filling
|
||||
|
||||
WARNING: Negative pressures at 0:00:00 hrs.
|
||||
|
||||
Analysis ended Fri Mar 23 14:48:41 2018
|
||||
Binary file not shown.
@@ -1,28 +0,0 @@
|
||||
Page 1 Fri Mar 23 14:48:40 2018
|
||||
|
||||
******************************************************************
|
||||
* E P A N E T *
|
||||
* Hydraulic and Water Quality *
|
||||
* Analysis for Pipe Networks *
|
||||
* Version 2.00.12 *
|
||||
******************************************************************
|
||||
|
||||
Analysis begun Fri Mar 23 14:48:40 2018
|
||||
|
||||
|
||||
Hydraulic Status:
|
||||
-----------------------------------------------------------------------
|
||||
0:00:00: Balancing the network:
|
||||
Trial 1: relative flow change = 0.823588
|
||||
Trial 2: relative flow change = 0.725899
|
||||
Trial 3: relative flow change = 0.412026
|
||||
Trial 4: relative flow change = 0.128355
|
||||
Trial 5: relative flow change = 0.020158
|
||||
Trial 6: relative flow change = 0.002123
|
||||
0:00:00: Balanced after 6 trials
|
||||
0:00:00: Reservoir 1 is emptying
|
||||
0:00:00: Reservoir 32 is filling
|
||||
|
||||
WARNING: Negative pressures at 0:00:00 hrs.
|
||||
|
||||
Analysis ended Fri Mar 23 14:48:40 2018
|
||||
Binary file not shown.
@@ -1,24 +0,0 @@
|
||||
Page 1 Fri Mar 23 14:48:41 2018
|
||||
|
||||
******************************************************************
|
||||
* E P A N E T *
|
||||
* Hydraulic and Water Quality *
|
||||
* Analysis for Pipe Networks *
|
||||
* Version 2.00.12 *
|
||||
******************************************************************
|
||||
|
||||
Analysis begun Fri Mar 23 14:48:41 2018
|
||||
|
||||
|
||||
Hydraulic Status:
|
||||
-----------------------------------------------------------------------
|
||||
0:00:00: Balancing the network:
|
||||
Trial 1: relative flow change = 1.313341
|
||||
Trial 2: relative flow change = 0.393364
|
||||
Trial 3: relative flow change = 0.028807
|
||||
Trial 4: relative flow change = 0.000312
|
||||
Trial 5: relative flow change = 0.000000
|
||||
0:00:00: Balanced after 5 trials
|
||||
0:00:00: Reservoir 1 is emptying
|
||||
|
||||
Analysis ended Fri Mar 23 14:48:41 2018
|
||||
Binary file not shown.
@@ -1,12 +0,0 @@
|
||||
Page 1 Fri Mar 23 14:48:41 2018
|
||||
|
||||
******************************************************************
|
||||
* E P A N E T *
|
||||
* Hydraulic and Water Quality *
|
||||
* Analysis for Pipe Networks *
|
||||
* Version 2.00.12 *
|
||||
******************************************************************
|
||||
|
||||
Analysis begun Fri Mar 23 14:48:41 2018
|
||||
|
||||
Analysis ended Fri Mar 23 14:48:41 2018
|
||||
@@ -1,180 +0,0 @@
|
||||
[TITLE]
|
||||
EPANET Example Network 1
|
||||
A simple example of modeling chlorine decay. Both bulk and
|
||||
wall reactions are included.
|
||||
|
||||
[JUNCTIONS]
|
||||
;ID Elev Demand Pattern
|
||||
10 710 0 ;
|
||||
11 710 150 ;
|
||||
12 700 150 ;
|
||||
13 695 100 ;
|
||||
21 700 150 ;
|
||||
22 695 200 ;
|
||||
23 690 150 ;
|
||||
31 700 100 ;
|
||||
32 710 100 ;
|
||||
|
||||
[RESERVOIRS]
|
||||
;ID Head Pattern
|
||||
9 800 ;
|
||||
|
||||
[TANKS]
|
||||
;ID Elevation InitLevel MinLevel MaxLevel Diameter MinVol VolCurve
|
||||
2 850 120 100 150 50.5 0 ;
|
||||
|
||||
[PIPES]
|
||||
;ID Node1 Node2 Length Diameter Roughness MinorLoss Status
|
||||
10 10 11 10530 18 100 0 Open ;
|
||||
11 11 12 5280 14 100 0 Open ;
|
||||
12 12 13 5280 10 100 0 Open ;
|
||||
21 21 22 5280 10 100 0 Open ;
|
||||
22 22 23 5280 12 100 0 Open ;
|
||||
31 31 32 5280 6 100 0 Open ;
|
||||
110 2 12 200 18 100 0 Open ;
|
||||
111 11 21 5280 10 100 0 Open ;
|
||||
112 12 22 5280 12 100 0 Open ;
|
||||
113 13 23 5280 8 100 0 Open ;
|
||||
121 21 31 5280 8 100 0 Open ;
|
||||
122 22 32 5280 6 100 0 Open ;
|
||||
|
||||
[PUMPS]
|
||||
;ID Node1 Node2 Parameters
|
||||
9 9 10 HEAD 1 ;
|
||||
|
||||
[VALVES]
|
||||
;ID Node1 Node2 Diameter Type Setting MinorLoss
|
||||
|
||||
[TAGS]
|
||||
|
||||
[DEMANDS]
|
||||
;Junction Demand Pattern Category
|
||||
|
||||
[STATUS]
|
||||
;ID Status/Setting
|
||||
|
||||
[PATTERNS]
|
||||
;ID Multipliers
|
||||
;Demand Pattern
|
||||
1 1.0 1.2 1.4 1.6 1.4 1.2
|
||||
1 1.0 0.8 0.6 0.4 0.6 0.8
|
||||
|
||||
[CURVES]
|
||||
;ID X-Value Y-Value
|
||||
;PUMP: Pump Curve for Pump 9
|
||||
1 1500 250
|
||||
|
||||
[CONTROLS]
|
||||
LINK 9 OPEN IF NODE 2 BELOW 110
|
||||
LINK 9 CLOSED IF NODE 2 ABOVE 140
|
||||
|
||||
|
||||
[RULES]
|
||||
|
||||
[ENERGY]
|
||||
Global Efficiency 75
|
||||
Global Price 0.0
|
||||
Demand Charge 0.0
|
||||
|
||||
[EMITTERS]
|
||||
;Junction Coefficient
|
||||
|
||||
[QUALITY]
|
||||
;Node InitQual
|
||||
10 0.5
|
||||
11 0.5
|
||||
12 0.5
|
||||
13 0.5
|
||||
21 0.5
|
||||
22 0.5
|
||||
23 0.5
|
||||
31 0.5
|
||||
32 0.5
|
||||
9 1.0
|
||||
2 1.0
|
||||
|
||||
[SOURCES]
|
||||
;Node Type Quality Pattern
|
||||
|
||||
[REACTIONS]
|
||||
;Type Pipe/Tank Coefficient
|
||||
|
||||
|
||||
[REACTIONS]
|
||||
Order Bulk 1
|
||||
Order Tank 1
|
||||
Order Wall 1
|
||||
Global Bulk -.5
|
||||
Global Wall -1
|
||||
Limiting Potential 0.0
|
||||
Roughness Correlation 0.0
|
||||
|
||||
[MIXING]
|
||||
;Tank Model
|
||||
|
||||
[TIMES]
|
||||
Duration 24:00
|
||||
Hydraulic Timestep 1:00
|
||||
Quality Timestep 0:05
|
||||
Pattern Timestep 2:00
|
||||
Pattern Start 0:00
|
||||
Report Timestep 1:00
|
||||
Report Start 0:00
|
||||
Start ClockTime 12 am
|
||||
Statistic None
|
||||
|
||||
[REPORT]
|
||||
Status Yes
|
||||
Summary No
|
||||
Nodes All
|
||||
Links All
|
||||
|
||||
|
||||
[OPTIONS]
|
||||
Units GPM
|
||||
Headloss H-W
|
||||
Specific Gravity 1.0
|
||||
Viscosity 1.0
|
||||
Trials 40
|
||||
Accuracy 0.001
|
||||
CHECKFREQ 2
|
||||
MAXCHECK 10
|
||||
;DAMPLIMIT 0
|
||||
Unbalanced Continue 10
|
||||
Pattern 1
|
||||
Demand Multiplier 1.0
|
||||
Emitter Exponent 0.5
|
||||
Quality Chlorine mg/L
|
||||
Diffusivity 1.0
|
||||
Tolerance 0.01
|
||||
|
||||
[COORDINATES]
|
||||
;Node X-Coord Y-Coord
|
||||
10 20.00 70.00
|
||||
11 30.00 70.00
|
||||
12 50.00 70.00
|
||||
13 70.00 70.00
|
||||
21 30.00 40.00
|
||||
22 50.00 40.00
|
||||
23 70.00 40.00
|
||||
31 30.00 10.00
|
||||
32 50.00 10.00
|
||||
9 10.00 70.00
|
||||
2 50.00 90.00
|
||||
|
||||
[VERTICES]
|
||||
;Link X-Coord Y-Coord
|
||||
|
||||
[LABELS]
|
||||
;X-Coord Y-Coord Label & Anchor Node
|
||||
6.99 73.63 "Source"
|
||||
13.48 68.13 "Pump"
|
||||
43.85 91.21 "Tank"
|
||||
|
||||
[BACKDROP]
|
||||
DIMENSIONS 7.00 6.00 73.00 94.00
|
||||
UNITS None
|
||||
FILE
|
||||
OFFSET 0.00 0.00
|
||||
|
||||
[END]
|
||||
@@ -1,17 +0,0 @@
|
||||
{
|
||||
"name": "Example 1",
|
||||
"version": "1.0",
|
||||
"description": "A simple example of modeling chlorine decay",
|
||||
"args": [
|
||||
"example1.inp",
|
||||
"example1.rpt",
|
||||
"example1.out"
|
||||
],
|
||||
"input_files": [
|
||||
"example1.inp"
|
||||
],
|
||||
"output_files": {
|
||||
"example1.rpt": "epanet report",
|
||||
"example1.out": "epanet allclose"
|
||||
}
|
||||
}
|
||||
@@ -1,80 +0,0 @@
|
||||
;Measured Fluoride for Net2
|
||||
;Node Hour MG/L
|
||||
11 2.50 1.02
|
||||
11 5.38 0.87
|
||||
11 8.30 0.70
|
||||
11 11.75 1.01
|
||||
11 13.02 0.62
|
||||
11 14.48 0.26
|
||||
11 17.43 0.17
|
||||
11 20.30 0.20
|
||||
11 23.35 0.90
|
||||
11 27.00 0.13
|
||||
11 29.67 0.13
|
||||
11 33.70 0.54
|
||||
11 35.40 0.90
|
||||
11 38.30 0.17
|
||||
11 41.62 0.10
|
||||
11 44.42 0.12
|
||||
11 47.25 0.71
|
||||
11 51.00 0.13
|
||||
11 53.27 0.58
|
||||
19 0.25 1.04
|
||||
19 2.75 1.04
|
||||
19 5.70 1.08
|
||||
19 8.60 1.00
|
||||
19 12.00 0.81
|
||||
19 13.25 0.95
|
||||
19 14.73 1.02
|
||||
19 17.77 1.01
|
||||
19 20.52 0.87
|
||||
19 23.53 0.28
|
||||
19 27.17 0.98
|
||||
19 29.87 0.85
|
||||
19 33.92 0.12
|
||||
19 35.67 0.17
|
||||
19 38.48 0.64
|
||||
19 42.08 0.79
|
||||
19 44.68 0.87
|
||||
19 47.50 0.16
|
||||
19 51.17 0.56
|
||||
19 53.45 0.70
|
||||
25 0.58 1.04
|
||||
3.00 1.00
|
||||
5.87 1.03
|
||||
8.80 1.00
|
||||
12.25 1.02
|
||||
13.50 0.88
|
||||
14.97 0.36
|
||||
18.15 0.91
|
||||
20.75 0.92
|
||||
23.73 0.94
|
||||
27.42 0.19
|
||||
30.08 0.12
|
||||
34.12 0.83
|
||||
35.87 0.82
|
||||
38.67 0.72
|
||||
42.40 0.76
|
||||
44.92 0.78
|
||||
47.75 0.87
|
||||
51.50 0.42
|
||||
53.75 0.48
|
||||
34 2.67 1.03
|
||||
5.50 1.04
|
||||
8.45 0.98
|
||||
11.87 1.01
|
||||
13.15 1.02
|
||||
14.62 1.04
|
||||
17.60 1.02
|
||||
20.42 1.02
|
||||
23.43 1.00
|
||||
27.08 1.02
|
||||
29.75 0.94
|
||||
33.82 0.89
|
||||
35.53 0.75
|
||||
38.40 0.80
|
||||
41.85 0.84
|
||||
44.55 0.92
|
||||
47.42 0.91
|
||||
51.08 0.81
|
||||
53.37 0.47
|
||||
@@ -1,310 +0,0 @@
|
||||
[TITLE]
|
||||
EPANET Example Network 2
|
||||
Example of modeling a 55-hour fluoride tracer study.
|
||||
Measured fluoride data is contained in the file Net2-FL.dat
|
||||
and should be registered with the project to produce a
|
||||
Calibration Report (select Calibration Data from the Project
|
||||
menu).
|
||||
|
||||
[JUNCTIONS]
|
||||
;ID Elev Demand Pattern
|
||||
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]
|
||||
;ID Head Pattern
|
||||
|
||||
[TANKS]
|
||||
;ID Elevation InitLevel MinLevel MaxLevel Diameter MinVol VolCurve
|
||||
26 235 56.7 50 70 50 0 ;
|
||||
|
||||
[PIPES]
|
||||
;ID Node1 Node2 Length Diameter Roughness MinorLoss Status
|
||||
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]
|
||||
;ID Node1 Node2 Parameters
|
||||
|
||||
[VALVES]
|
||||
;ID Node1 Node2 Diameter Type Setting MinorLoss
|
||||
|
||||
[TAGS]
|
||||
|
||||
[DEMANDS]
|
||||
;Junction Demand Pattern Category
|
||||
|
||||
[STATUS]
|
||||
;ID Status/Setting
|
||||
|
||||
[PATTERNS]
|
||||
;ID Multipliers
|
||||
;Demand Pattern
|
||||
1 1.26 1.04 .97 .97 .89 1.19
|
||||
1 1.28 .67 .67 1.34 2.46 .97
|
||||
1 .92 .68 1.43 .61 .31 .78
|
||||
1 .37 .67 1.26 1.56 1.19 1.26
|
||||
1 .6 1.1 1.03 .73 .88 1.06
|
||||
1 .99 1.72 1.12 1.34 1.12 .97
|
||||
1 1.04 1.15 .91 .61 .68 .46
|
||||
1 .51 .74 1.12 1.34 1.26 .97
|
||||
1 .82 1.37 1.03 .81 .88 .81
|
||||
1 .81
|
||||
;Pump Station Outflow Pattern
|
||||
2 .96 .96 .96 .96 .96 .96
|
||||
2 .62 0 0 0 0 0
|
||||
2 .8 1 1 1 1 .15
|
||||
2 0 0 0 0 0 0
|
||||
2 .55 .92 .92 .92 .92 .9
|
||||
2 .9 .45 0 0 0 0
|
||||
2 0 .7 1 1 1 1
|
||||
2 .2 0 0 0 0 0
|
||||
2 0 .74 .92 .92 .92 .92
|
||||
2 .92
|
||||
;Pump Station Fluoride Pattern
|
||||
3 .98 1.02 1.05 .99 .64 .46
|
||||
3 .35 .35 .35 .35 .35 .35
|
||||
3 .17 .17 .13 .13 .13 .15
|
||||
3 .15 .15 .15 .15 .15 .15
|
||||
3 .15 .12 .1 .08 .11 .09
|
||||
3 .09 .08 .08 .08 .08 .08
|
||||
3 .08 .09 .07 .07 .09 .09
|
||||
3 .09 .09 .09 .09 .09 .09
|
||||
3 .09 .08 .35 .72 .82 .92
|
||||
3 1
|
||||
|
||||
[CURVES]
|
||||
;ID X-Value Y-Value
|
||||
|
||||
[CONTROLS]
|
||||
|
||||
[RULES]
|
||||
|
||||
[ENERGY]
|
||||
Global Efficiency 75
|
||||
Global Price 0.0
|
||||
Demand Charge 0.0
|
||||
|
||||
[EMITTERS]
|
||||
;Junction Coefficient
|
||||
|
||||
[QUALITY]
|
||||
;Node InitQual
|
||||
1 1.0
|
||||
2 1.0
|
||||
3 1.0
|
||||
4 1.0
|
||||
5 1.0
|
||||
6 1.0
|
||||
7 1.0
|
||||
8 1.0
|
||||
9 1.0
|
||||
10 1.0
|
||||
11 1.0
|
||||
12 1.0
|
||||
13 1.0
|
||||
14 1.0
|
||||
15 1.0
|
||||
16 1.0
|
||||
17 1.0
|
||||
18 1.0
|
||||
19 1.0
|
||||
20 1.0
|
||||
21 1.0
|
||||
22 1.0
|
||||
23 1.0
|
||||
24 1.0
|
||||
25 1.0
|
||||
27 1.0
|
||||
28 1.0
|
||||
29 1.0
|
||||
30 1.0
|
||||
31 1.0
|
||||
32 1.0
|
||||
33 1.0
|
||||
34 1.0
|
||||
35 1.0
|
||||
36 1.0
|
||||
26 1.0
|
||||
|
||||
[SOURCES]
|
||||
;Node Type Quality Pattern
|
||||
1 CONCEN 1.0 3
|
||||
|
||||
[REACTIONS]
|
||||
;Type Pipe/Tank Coefficient
|
||||
|
||||
|
||||
[REACTIONS]
|
||||
Order Bulk 1
|
||||
Order Tank 1
|
||||
Order Wall 1
|
||||
Global Bulk 0.0
|
||||
Global Wall 0.0
|
||||
Limiting Potential 0.0
|
||||
Roughness Correlation 0.0
|
||||
|
||||
[MIXING]
|
||||
;Tank Model
|
||||
|
||||
[TIMES]
|
||||
Duration 55:00
|
||||
Hydraulic Timestep 1:00
|
||||
Quality Timestep 0:05
|
||||
Pattern Timestep 1:00
|
||||
Pattern Start 0:00
|
||||
Report Timestep 1:00
|
||||
Report Start 0:00
|
||||
Start ClockTime 8 am
|
||||
Statistic None
|
||||
|
||||
[REPORT]
|
||||
Status Yes
|
||||
Summary No
|
||||
Nodes All
|
||||
Links All
|
||||
|
||||
[OPTIONS]
|
||||
Units GPM
|
||||
Headloss H-W
|
||||
Specific Gravity 1.0
|
||||
Viscosity 1.0
|
||||
Trials 40
|
||||
Accuracy 0.001
|
||||
CHECKFREQ 2
|
||||
MAXCHECK 10
|
||||
;DAMPLIMIT 0
|
||||
Unbalanced Continue 10
|
||||
Pattern 1
|
||||
Demand Multiplier 1.0
|
||||
Emitter Exponent 0.5
|
||||
Quality Fluoride mg/L
|
||||
Diffusivity 1.0
|
||||
Tolerance 0.01
|
||||
|
||||
[COORDINATES]
|
||||
;Node X-Coord Y-Coord
|
||||
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
|
||||
|
||||
[VERTICES]
|
||||
;Link X-Coord Y-Coord
|
||||
|
||||
[LABELS]
|
||||
;X-Coord Y-Coord Label & Anchor Node
|
||||
24.00 7.00 "Pump"
|
||||
24.00 4.00 "Station"
|
||||
26.76 77.42 "Tank"
|
||||
|
||||
[BACKDROP]
|
||||
DIMENSIONS 8.75 -0.15 58.25 91.15
|
||||
UNITS None
|
||||
FILE
|
||||
OFFSET 0.00 0.00
|
||||
|
||||
[END]
|
||||
@@ -1,17 +0,0 @@
|
||||
{
|
||||
"name": "Example 2",
|
||||
"version": "1.0",
|
||||
"description": "Example of modeling a 55-hour fluoride tracer study.",
|
||||
"args": [
|
||||
"example2.inp",
|
||||
"example2.rpt",
|
||||
"example2.out"
|
||||
],
|
||||
"input_files": [
|
||||
"example2.inp"
|
||||
],
|
||||
"output_files": {
|
||||
"example2.rpt": "epanet report",
|
||||
"example2.out": "epanet allclose"
|
||||
}
|
||||
}
|
||||
Some files were not shown because too many files have changed in this diff Show More
Reference in New Issue
Block a user