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d50y1hr.out
From the archive Output.zip, inside RAL17/0511 - Information Request Response. File date in the archive: 2018-02-16 09:09.
0.0000
N68 0.0000 0.0000 0.0000 1.8702 0.0000
D1 0.0000 0.0000 0.0000 2.3672 0.0000
N60.7 0.0000 0.0000 0.0000 0.6225 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 0.050 percent
The Junction with the largest average change was.D1 with 0.033 percent
The Conduit with the largest sinuosity was.......6364und with 3.236
*===================================================================*
| 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 2255.8116 0.1044
N4 1990.3206 0.0921
N8 533.7496 0.0247
N13 1816.6654 0.0841
N25 2008.4826 0.0930
N28 2618.4318 0.1212
N29 2195.5117 0.1016
N30 3372.1914 0.1561
N31 3308.6151 0.1532
N32 889.6196 0.0412
N33 729.2971 0.0338
N36 649.2420 0.0301
N42 1190.9721 0.0551
N44 559.8988 0.0259
N45 441.6160 0.0204
N47 395.6444 0.0183
N48 3006.3824 0.1392
N50 1033.0140 0.0478
N52 311.2245 0.0144
N55 1061.8485 0.0492
N56 373.1474 0.0173
N58 755.2719 0.0350
N59 222.3230 0.0103
N61 355.7905 0.0165
N63 755.7284 0.0350
N64 1323.9201 0.0613
N66 2123.5090 0.0983
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 -38089.8254 -1.7634
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 38089.8254 1.7634
*=====================================================*
| Initial system volume = 666.1695 Cu M |
| Total system inflow volume = 36269.5720 Cu M |
| Inflow + Initial volume = 36935.7414 Cu M |
*=====================================================*
| Total system outflow = 38089.8268 Cu M |
| Volume left in system = 898.0656 Cu M |
| Evaporation = 0.0000 Cu M |
| Outflow + Final Volume = 38987.8924 Cu M |
*=====================================================*
*===============================================*
| Total Model Continuity Error |
| Error in Continuity, Percent = -5.5560 |
| Error in Continuity, m^3 = -2052.151 |
| + Error means a continuity loss, - a gain |
*===============================================*
###################################################
# Table E22. Numerical Model judgement section #
###################################################
Your overall error was -5.5560 percent
Worst nodal error was in node N42 with -0.4334 percent
Of the total inflow this loss was 0.5827 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\d50y1hr.out
*==============================================================*
| SWMM Simulation Date and Time Summary |
*==============================================================*
| Starting Date... February 16, 2018 Time... 9: 8:48:31 |
| Ending Date... February 16, 2018 Time... 9: 9: 3:45 |
| Elapsed Time... 0.25233 minutes or 15.14000 seconds |
*==============================================================*
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