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d10y25m.out
From the archive Output.zip, inside RAL17/0511 - Information Request Response. File date in the archive: 2018-02-16 09:29.
0.0000
N68 0.0000 0.0000 0.0000 1.3879 0.0000
D1 0.0000 0.0000 0.0000 1.9260 0.0000
N60.7 0.0000 0.0000 0.0000 0.4448 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 0.034 percent
The Junction with the largest average change was.N67 with 0.031 percent
The Conduit with the largest sinuosity was.......6364und with 4.495
*===================================================================*
| 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 1079.4308 0.0500
N4 952.6166 0.0441
N8 255.8720 0.0118
N13 870.0722 0.0403
N25 961.7194 0.0445
N28 1249.7614 0.0579
N29 1050.9607 0.0487
N30 1564.8981 0.0724
N31 1584.7225 0.0734
N32 426.5613 0.0197
N33 349.5584 0.0162
N36 311.2474 0.0144
N42 570.3301 0.0264
N44 268.1662 0.0124
N45 211.4198 0.0098
N47 189.3654 0.0088
N48 1436.1836 0.0665
N50 494.1443 0.0229
N52 149.2046 0.0069
N55 508.3429 0.0235
N56 178.6111 0.0083
N58 361.6347 0.0167
N59 106.6176 0.0049
N61 170.5543 0.0079
N63 362.1290 0.0168
N64 633.8434 0.0293
N66 1016.4436 0.0471
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 -18676.9541 -0.8647
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 18676.9541 0.8647
*=====================================================*
| Initial system volume = 666.1695 Cu M |
| Total system inflow volume = 17308.8279 Cu M |
| Inflow + Initial volume = 17974.9974 Cu M |
*=====================================================*
| Total system outflow = 18676.9555 Cu M |
| Volume left in system = 872.1854 Cu M |
| Evaporation = 0.0000 Cu M |
| Outflow + Final Volume = 19549.1409 Cu M |
*=====================================================*
*===============================================*
| Total Model Continuity Error |
| Error in Continuity, Percent = -8.7574 |
| Error in Continuity, m^3 = -1574.144 |
| + Error means a continuity loss, - a gain |
*===============================================*
###################################################
# Table E22. Numerical Model judgement section #
###################################################
Your overall error was -8.7574 percent
Worst nodal error was in node N42 with -0.8758 percent
Of the total inflow this loss was 1.2047 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\develop.DAT
===> Your output file was named : C:\XPS\churchie\d10y25m.out
*==============================================================*
| SWMM Simulation Date and Time Summary |
*==============================================================*
| Starting Date... February 16, 2018 Time... 9:28:45:93 |
| Ending Date... February 16, 2018 Time... 9:29: 0:35 |
| Elapsed Time... 0.24033 minutes or 14.42000 seconds |
*==============================================================*
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