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d50y25m.out
From the archive Output.zip, inside RAL17/0511 - Information Request Response. File date in the archive: 2018-02-16 09:03.
0.0000
N68 0.0000 0.0000 0.0000 1.6822 0.0000
D1 0.0000 0.0000 0.0000 2.2897 0.0000
N60.7 0.0000 0.0000 0.0000 0.6228 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 0.038 percent
The Junction with the largest average change was.N69 with 0.030 percent
The Conduit with the largest sinuosity was.......6364und with 2.766
*===================================================================*
| 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 1468.2876 0.0680
N4 1293.1841 0.0599
N8 347.1921 0.0161
N13 1180.4455 0.0547
N25 1305.5380 0.0604
N28 1703.5886 0.0789
N29 1429.2285 0.0662
N30 2161.3187 0.1001
N31 2150.6835 0.0996
N32 578.8233 0.0268
N33 474.3805 0.0220
N36 422.3873 0.0196
N42 774.2013 0.0358
N44 364.0258 0.0169
N45 287.4478 0.0133
N47 257.7590 0.0119
N48 1951.2070 0.0903
N50 669.0982 0.0310
N52 202.4840 0.0094
N55 692.2543 0.0320
N56 242.4916 0.0112
N58 490.9430 0.0227
N59 144.6831 0.0067
N61 231.4505 0.0107
N63 491.5032 0.0228
N64 860.4980 0.0398
N66 1379.9558 0.0639
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 -25194.9169 -1.1664
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 25194.9169 1.1664
*=====================================================*
| Initial system volume = 666.1695 Cu M |
| Total system inflow volume = 23545.9999 Cu M |
| Inflow + Initial volume = 24212.1694 Cu M |
*=====================================================*
| Total system outflow = 25194.9184 Cu M |
| Volume left in system = 876.4717 Cu M |
| Evaporation = 0.0000 Cu M |
| Outflow + Final Volume = 26071.3900 Cu M |
*=====================================================*
*===============================================*
| Total Model Continuity Error |
| Error in Continuity, Percent = -7.6789 |
| Error in Continuity, m^3 = -1859.221 |
| + Error means a continuity loss, - a gain |
*===============================================*
###################################################
# Table E22. Numerical Model judgement section #
###################################################
Your overall error was -7.6789 percent
Worst nodal error was in node N42 with -0.7039 percent
Of the total inflow this loss was 0.9630 percent
Your overall continuity error was Fair
Excellent Efficiency
Efficiency of the simulation 1.41
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\d50y25m.out
*==============================================================*
| SWMM Simulation Date and Time Summary |
*==============================================================*
| Starting Date... February 16, 2018 Time... 9: 3:41:20 |
| Ending Date... February 16, 2018 Time... 9: 3:56: 4 |
| Elapsed Time... 0.24733 minutes or 14.84000 seconds |
*==============================================================*
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