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c5y1hr.out
From the archive Output.zip, inside RAL17/0511 - Information Request Response. File date in the archive: 2018-02-16 13:22.
0.0000
N68 0.0000 0.0000 0.0000 1.5407 0.0000
D1 0.0000 0.0000 0.0000 2.2183 0.0000
N60.7 0.0000 0.0000 0.0000 0.4409 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 0.035 percent
The Junction with the largest average change was.N66 with 0.030 percent
The Conduit with the largest sinuosity was.......6364und with 5.415
*===================================================================*
| 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 1692.5995 0.0784
N4 1497.3551 0.0693
N8 401.6396 0.0186
N13 1367.6268 0.0633
N25 1511.1042 0.0700
N28 1960.9184 0.0908
N29 1647.6690 0.0763
N30 2503.1548 0.1159
N31 2489.7845 0.1153
N32 669.4222 0.0310
N33 548.7629 0.0254
N36 488.5118 0.0226
N42 896.0571 0.0415
N44 421.2384 0.0195
N45 331.5978 0.0154
N47 296.6420 0.0137
N48 2260.6981 0.1047
N50 779.9212 0.0361
N52 234.1610 0.0108
N55 795.6474 0.0368
N56 280.7239 0.0130
N58 568.2073 0.0263
N59 167.2708 0.0077
N61 267.7212 0.0124
N63 568.6130 0.0263
N64 996.0195 0.0461
N66 1597.5765 0.0740
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 -28705.6557 -1.3290
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 28705.6557 1.3290
*=====================================================*
| Initial system volume = 666.1695 Cu M |
| Total system inflow volume = 27233.7252 Cu M |
| Inflow + Initial volume = 27899.8947 Cu M |
*=====================================================*
| Total system outflow = 28705.6571 Cu M |
| Volume left in system = 892.1976 Cu M |
| Evaporation = 0.0000 Cu M |
| Outflow + Final Volume = 29597.8547 Cu M |
*=====================================================*
*===============================================*
| Total Model Continuity Error |
| Error in Continuity, Percent = -6.0859 |
| Error in Continuity, m^3 = -1697.960 |
| + Error means a continuity loss, - a gain |
*===============================================*
###################################################
# Table E22. Numerical Model judgement section #
###################################################
Your overall error was -6.0859 percent
Worst nodal error was in node N42 with -0.4976 percent
Of the total inflow this loss was 0.6713 percent
Your overall continuity error was Fair
Excellent Efficiency
Efficiency of the simulation 1.39
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\c5y1hr.out
*==============================================================*
| SWMM Simulation Date and Time Summary |
*==============================================================*
| Starting Date... February 16, 2018 Time... 13:22:14:20 |
| Ending Date... February 16, 2018 Time... 13:22:28:96 |
| Elapsed Time... 0.24600 minutes or 14.76000 seconds |
*==============================================================*
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