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c10y1hr.out
From the archive Output.zip, inside RAL17/0511 - Information Request Response. File date in the archive: 2018-02-16 13:32.
0.0000
N68 0.0000 0.0000 0.0000 1.7582 0.0000
D1 0.0000 0.0000 0.0000 2.3071 0.0000
N60.7 0.0000 0.0000 0.0000 0.5160 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 0.043 percent
The Junction with the largest average change was.D1 with 0.032 percent
The Conduit with the largest sinuosity was.......6364und with 4.460
*===================================================================*
| 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 1922.9483 0.0890
N4 1698.9662 0.0787
N8 455.6699 0.0211
N13 1551.2603 0.0718
N25 1714.4900 0.0794
N28 2229.8458 0.1032
N29 1871.7278 0.0867
N30 2858.5177 0.1323
N31 2824.6475 0.1308
N32 759.4720 0.0352
N33 622.5912 0.0288
N36 554.2407 0.0257
N42 1016.6520 0.0471
N44 477.9385 0.0221
N45 376.5880 0.0174
N47 337.1299 0.0156
N48 2565.6533 0.1188
N50 883.4140 0.0409
N52 265.6768 0.0123
N55 904.5087 0.0419
N56 318.5177 0.0147
N58 644.7011 0.0298
N59 189.7852 0.0088
N61 303.7361 0.0141
N63 645.1285 0.0299
N64 1130.1030 0.0523
N66 1812.6399 0.0839
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 -32590.6050 -1.5088
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 32590.6050 1.5088
*=====================================================*
| Initial system volume = 666.1695 Cu M |
| Total system inflow volume = 30928.4209 Cu M |
| Inflow + Initial volume = 31594.5904 Cu M |
*=====================================================*
| Total system outflow = 32590.6064 Cu M |
| Volume left in system = 894.4790 Cu M |
| Evaporation = 0.0000 Cu M |
| Outflow + Final Volume = 33485.0854 Cu M |
*=====================================================*
*===============================================*
| Total Model Continuity Error |
| Error in Continuity, Percent = -5.9836 |
| Error in Continuity, m^3 = -1890.495 |
| + Error means a continuity loss, - a gain |
*===============================================*
###################################################
# Table E22. Numerical Model judgement section #
###################################################
Your overall error was -5.9836 percent
Worst nodal error was in node N42 with -0.4768 percent
Of the total inflow this loss was 0.6431 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\c10y1hr.out
*==============================================================*
| SWMM Simulation Date and Time Summary |
*==============================================================*
| Starting Date... February 16, 2018 Time... 13:32:35:87 |
| Ending Date... February 16, 2018 Time... 13:32:50:90 |
| Elapsed Time... 0.25050 minutes or 15.03000 seconds |
*==============================================================*
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