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d5y25m.out
From the archive Output.zip, inside RAL17/0511 - Information Request Response. File date in the archive: 2018-02-16 09:39.
0.0000
N68 0.0000 0.0000 0.0000 1.3119 0.0000
D1 0.0000 0.0000 0.0000 1.7409 0.0000
N60.7 0.0000 0.0000 0.0000 0.3955 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 0.027 percent
The Junction with the largest average change was.N67 with 0.030 percent
The Conduit with the largest sinuosity was.......5663und with 2.259
*===================================================================*
| 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 951.1895 0.0440
N4 840.3030 0.0389
N8 225.7503 0.0105
N13 767.7344 0.0355
N25 848.3922 0.0393
N28 1100.0989 0.0509
N29 926.2187 0.0429
N30 1368.7409 0.0634
N31 1398.1039 0.0647
N32 376.3488 0.0174
N33 308.3999 0.0143
N36 274.6008 0.0127
N42 503.1313 0.0233
N44 236.5697 0.0110
N45 186.3576 0.0086
N47 166.8162 0.0077
N48 1266.3898 0.0586
N50 436.4783 0.0202
N52 131.6336 0.0061
N55 447.7172 0.0207
N56 157.5553 0.0073
N58 319.0129 0.0148
N59 94.0628 0.0044
N61 150.4751 0.0070
N63 319.4795 0.0148
N64 559.1369 0.0259
N66 896.6268 0.0415
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 -16392.2505 -0.7589
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 16392.2505 0.7589
*=====================================================*
| Initial system volume = 666.1695 Cu M |
| Total system inflow volume = 15252.9728 Cu M |
| Inflow + Initial volume = 15919.1423 Cu M |
*=====================================================*
| Total system outflow = 16392.2519 Cu M |
| Volume left in system = 870.2915 Cu M |
| Evaporation = 0.0000 Cu M |
| Outflow + Final Volume = 17262.5434 Cu M |
*=====================================================*
*===============================================*
| Total Model Continuity Error |
| Error in Continuity, Percent = -8.4389 |
| Error in Continuity, m^3 = -1343.401 |
| + Error means a continuity loss, - a gain |
*===============================================*
###################################################
# Table E22. Numerical Model judgement section #
###################################################
Your overall error was -8.4389 percent
Worst nodal error was in node N42 with -0.7851 percent
Of the total inflow this loss was 1.0718 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\d5y25m.out
*==============================================================*
| SWMM Simulation Date and Time Summary |
*==============================================================*
| Starting Date... February 16, 2018 Time... 9:38:52:23 |
| Ending Date... February 16, 2018 Time... 9:39: 6:39 |
| Elapsed Time... 0.23600 minutes or 14.16000 seconds |
*==============================================================*
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