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c100y1hr.out
From the archive Output.zip, inside RAL17/0511 - Information Request Response. File date in the archive: 2018-02-16 13:13.
0.0000
N68 0.0000 0.0000 0.0000 2.0168 0.0000
D1 0.0000 0.0000 0.0000 2.4606 0.0000
N60.7 0.0000 0.0000 0.0000 0.8811 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 0.054 percent
The Junction with the largest average change was.D1 with 0.034 percent
The Conduit with the largest sinuosity was.......6364und with 3.181
*===================================================================*
| 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 2897.8645 0.1342
N4 2552.3408 0.1182
N8 684.3793 0.0317
N13 2328.6424 0.1078
N25 2575.5612 0.1192
N28 3367.6596 0.1559
N29 2820.0834 0.1306
N30 4363.2806 0.2020
N31 4242.1989 0.1964
N32 1140.6748 0.0528
N33 935.1337 0.0433
N36 832.4970 0.0385
N42 1527.2171 0.0707
N44 717.9924 0.0332
N45 567.0418 0.0263
N47 508.5032 0.0235
N48 3856.3424 0.1785
N50 1321.5875 0.0612
N52 399.0894 0.0185
N55 1365.3118 0.0632
N56 478.5204 0.0222
N58 968.5502 0.0448
N59 285.0904 0.0132
N61 456.2022 0.0211
N63 969.0678 0.0449
N64 1697.7705 0.0786
N66 2723.1331 0.1261
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 -48777.1379 -2.2582
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 48777.1379 2.2582
*=====================================================*
| Initial system volume = 666.1695 Cu M |
| Total system inflow volume = 46572.9111 Cu M |
| Inflow + Initial volume = 47239.0806 Cu M |
*=====================================================*
| Total system outflow = 48777.1393 Cu M |
| Volume left in system = 902.0356 Cu M |
| Evaporation = 0.0000 Cu M |
| Outflow + Final Volume = 49679.1749 Cu M |
*=====================================================*
*===============================================*
| Total Model Continuity Error |
| Error in Continuity, Percent = -5.1654 |
| Error in Continuity, m^3 = -2440.094 |
| + Error means a continuity loss, - a gain |
*===============================================*
###################################################
# Table E22. Numerical Model judgement section #
###################################################
Your overall error was -5.1654 percent
Worst nodal error was in node N42 with -0.3603 percent
Of the total inflow this loss was 0.4829 percent
Your overall continuity error was Fair
Excellent Efficiency
Efficiency of the simulation 1.40
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\c100y1hr.out
*==============================================================*
| SWMM Simulation Date and Time Summary |
*==============================================================*
| Starting Date... February 16, 2018 Time... 13:13:37:57 |
| Ending Date... February 16, 2018 Time... 13:13:52:87 |
| Elapsed Time... 0.25500 minutes or 15.30000 seconds |
*==============================================================*
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