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c100y25m.out
From the archive Output.zip, inside RAL17/0511 - Information Request Response. File date in the archive: 2018-02-16 13:09.
0.0000
N68 0.0000 0.0000 0.0000 1.9601 0.0000
D1 0.0000 0.0000 0.0000 2.4320 0.0000
N60.7 0.0000 0.0000 0.0000 0.9377 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 0.048 percent
The Junction with the largest average change was.D1 with 0.034 percent
The Conduit with the largest sinuosity was.......L14 with 2.994
*===================================================================*
| 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 1939.6889 0.0898
N4 1706.0599 0.0790
N8 457.9172 0.0212
N13 1556.7385 0.0721
N25 1722.3749 0.0797
N28 2253.9132 0.1043
N29 1887.7770 0.0874
N30 2887.5938 0.1337
N31 2836.8665 0.1313
N32 763.4661 0.0353
N33 625.7352 0.0290
N36 557.1573 0.0258
N42 1021.3712 0.0473
N44 480.2453 0.0222
N45 379.6230 0.0176
N47 340.6782 0.0158
N48 2575.6322 0.1192
N50 881.1961 0.0408
N52 267.0887 0.0124
N55 915.2224 0.0424
N56 319.9370 0.0148
N58 647.7128 0.0300
N59 190.8440 0.0088
N61 305.2933 0.0141
N63 648.3690 0.0300
N64 1135.2822 0.0526
N66 1820.6564 0.0843
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 -33349.4454 -1.5440
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 33349.4454 1.5440
*=====================================================*
| Initial system volume = 666.1695 Cu M |
| Total system inflow volume = 31113.3579 Cu M |
| Inflow + Initial volume = 31779.5274 Cu M |
*=====================================================*
| Total system outflow = 33349.4469 Cu M |
| Volume left in system = 880.1844 Cu M |
| Evaporation = 0.0000 Cu M |
| Outflow + Final Volume = 34229.6313 Cu M |
*=====================================================*
*===============================================*
| Total Model Continuity Error |
| Error in Continuity, Percent = -7.7097 |
| Error in Continuity, m^3 = -2450.104 |
| + Error means a continuity loss, - a gain |
*===============================================*
###################################################
# Table E22. Numerical Model judgement section #
###################################################
Your overall error was -7.7097 percent
Worst nodal error was in node N42 with -0.6605 percent
Of the total inflow this loss was 0.8985 percent
Your overall continuity error was Fair
Excellent Efficiency
Efficiency of the simulation 1.42
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\climchng.DAT
===> Your output file was named : C:\XPS\churchie\c100y25m.out
*==============================================================*
| SWMM Simulation Date and Time Summary |
*==============================================================*
| Starting Date... February 16, 2018 Time... 13: 8:47:57 |
| Ending Date... February 16, 2018 Time... 13: 9: 2:87 |
| Elapsed Time... 0.25500 minutes or 15.30000 seconds |
*==============================================================*
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