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d10y1hr.out
From the archive Output.zip, inside RAL17/0511 - Information Request Response. File date in the archive: 2018-02-16 09:33.
0.0000
N68 0.0000 0.0000 0.0000 1.5239 0.0000
D1 0.0000 0.0000 0.0000 2.2007 0.0000
N60.7 0.0000 0.0000 0.0000 0.4330 0.0000
*==================================*
| Simulation Specific Information |
*==================================*
Number of Input Conduits.......... 70 Number of Simulated Conduits...... 71
Number of Natural Channels........ 62 Number of Junctions............... 62
Number of Storage Junctions....... 1 Number of Weirs................... 0
Number of Orifices................ 0 Number of Pumps................... 0
Number of Free Outfalls........... 1 Number of Tide Gate Outfalls...... 0
*=========================================================*
| Average % Change in Junction or Conduit is defined as: |
| Conduit % Change ==> 100.0 ( Q(n+1) - Q(n) ) / Qfull |
| Junction % Change ==> 100.0 ( Y(n+1) - Y(n) ) / Yfull |
*=========================================================*
The Conduit with the largest average change was..L595 with 0.041 percent
The Junction with the largest average change was.D1 with 0.033 percent
The Conduit with the largest sinuosity was.......6364und with 5.053
*===================================================================*
| Table E21. Continuity balance at the end of the simulation |
| Junction Inflow, Outflow or Street Flooding |
| Error = Inflow + Initial Volume - Outflow - Final Volume |
*===================================================================*
Inflow Inflow Average
Junction Volume, m^3 Inflow, cms
--------------- ------------ -------------
N1 1667.0437 0.0772
N4 1474.9757 0.0683
N8 395.6355 0.0183
N13 1347.2294 0.0624
N25 1488.5139 0.0689
N28 1931.1017 0.0894
N29 1622.8058 0.0751
N30 2463.7351 0.1141
N31 2452.5908 0.1135
N32 659.4094 0.0305
N33 540.5568 0.0250
N36 481.2039 0.0223
N42 882.6612 0.0409
N44 414.9392 0.0192
N45 326.6037 0.0151
N47 292.1503 0.0135
N48 2226.8719 0.1031
N50 768.4266 0.0356
N52 230.6580 0.0107
N55 783.5672 0.0363
N56 276.5274 0.0128
N58 559.7114 0.0259
N59 164.7674 0.0076
N61 263.7172 0.0122
N63 560.1088 0.0259
N64 981.1289 0.0454
N66 1573.6965 0.0729
N30 -0.0007 0.0000
N31 -0.0003 0.0000
N32 -0.0002 0.0000
N36 0.0000 0.0000
N42 -0.0002 0.0000
N69 -28279.5721 -1.3092
Outflow Outflow Average
Junction Volume m^3 Outflow, cms
--------------- ------------ ------------
N30 0.0007 0.0000
N31 0.0003 0.0000
N32 0.0002 0.0000
N36 0.0000 0.0000
N42 0.0002 0.0000
N69 28279.5721 1.3092
*=====================================================*
| Initial system volume = 666.1695 Cu M |
| Total system inflow volume = 26823.4910 Cu M |
| Inflow + Initial volume = 27489.6605 Cu M |
*=====================================================*
| Total system outflow = 28279.5735 Cu M |
| Volume left in system = 892.1161 Cu M |
| Evaporation = 0.0000 Cu M |
| Outflow + Final Volume = 29171.6896 Cu M |
*=====================================================*
*===============================================*
| Total Model Continuity Error |
| Error in Continuity, Percent = -6.1188 |
| Error in Continuity, m^3 = -1682.029 |
| + Error means a continuity loss, - a gain |
*===============================================*
###################################################
# Table E22. Numerical Model judgement section #
###################################################
Your overall error was -6.1188 percent
Worst nodal error was in node N42 with -0.5056 percent
Of the total inflow this loss was 0.6819 percent
Your overall continuity error was Fair
Excellent Efficiency
Efficiency of the simulation 1.38
Most Number of Non Convergences at one Node 0.
Total Number Non Convergences at all Nodes 0.
Total Number of Nodes with Non Convergences 0.
===> Hydraulic model simulation ended normally.
===> XP-SWMM Simulation ended normally.
===> Your input file was named : C:\XPS\churchie\develop.DAT
===> Your output file was named : C:\XPS\churchie\d10y1hr.out
*==============================================================*
| SWMM Simulation Date and Time Summary |
*==============================================================*
| Starting Date... February 16, 2018 Time... 9:33: 5:15 |
| Ending Date... February 16, 2018 Time... 9:33:19:98 |
| Elapsed Time... 0.24717 minutes or 14.83000 seconds |
*==============================================================*
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