JIANG/EPANET
1
0
Fork 0
Code Issues Pull Requests Actions Packages Projects Releases Wiki Activity

Adding benchmarks for new tests

Browse Source
This commit is contained in:
Michael Tryby
2018-04-02 11:33:11 -04:00
parent 3c4c5e5073
commit 0b5e3ea95f
82 changed files with 2006 additions and 40 deletions
Download Patch File Download Diff File Expand all files Collapse all files

65
tests/epanet-nrtestsuite/benchmark/epanet-2012/gestar1mod/gestar1mod.rpt Normal file
View File

@@ -0,0 +1,65 @@
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