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d5y1hr.out
From the archive Output.zip, inside RAL17/0511 - Information Request Response. File date in the archive: 2018-02-16 09:42.
0.0000
N68 0.0000 0.0000 0.0000 1.4564 0.0000
D1 0.0000 0.0000 0.0000 2.0022 0.0000
N60.7 0.0000 0.0000 0.0000 0.3824 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.D1 with 0.031 percent
The Conduit with the largest sinuosity was.......5663und with 2.279
*===================================================================*
| 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 1462.2929 0.0677
N4 1295.7733 0.0600
N8 347.6123 0.0161
N13 1184.0095 0.0548
N25 1307.7365 0.0605
N28 1692.0562 0.0783
N29 1423.6475 0.0659
N30 2148.3928 0.0995
N31 2154.9520 0.0998
N32 579.3719 0.0268
N33 474.9367 0.0220
N36 422.7831 0.0196
N42 775.4718 0.0359
N44 364.5424 0.0169
N45 286.6137 0.0133
N47 256.1616 0.0119
N48 1955.8037 0.0905
N50 676.4380 0.0313
N52 202.6462 0.0094
N55 686.8041 0.0318
N56 242.9345 0.0112
N58 491.7206 0.0228
N59 144.7564 0.0067
N61 231.7066 0.0107
N63 492.1000 0.0228
N64 861.9496 0.0399
N66 1382.5376 0.0640
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 -24865.4946 -1.1512
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 24865.4946 1.1512
*=====================================================*
| Initial system volume = 666.1695 Cu M |
| Total system inflow volume = 23539.9909 Cu M |
| Inflow + Initial volume = 24206.1604 Cu M |
*=====================================================*
| Total system outflow = 24865.4960 Cu M |
| Volume left in system = 890.4983 Cu M |
| Evaporation = 0.0000 Cu M |
| Outflow + Final Volume = 25755.9943 Cu M |
*=====================================================*
*===============================================*
| Total Model Continuity Error |
| Error in Continuity, Percent = -6.4026 |
| Error in Continuity, m^3 = -1549.834 |
| + Error means a continuity loss, - a gain |
*===============================================*
###################################################
# Table E22. Numerical Model judgement section #
###################################################
Your overall error was -6.4026 percent
Worst nodal error was in node N42 with -0.5676 percent
Of the total inflow this loss was 0.7660 percent
Your overall continuity error was Fair
Excellent Efficiency
Efficiency of the simulation 1.37
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\d5y1hr.out
*==============================================================*
| SWMM Simulation Date and Time Summary |
*==============================================================*
| Starting Date... February 16, 2018 Time... 9:42:26:17 |
| Ending Date... February 16, 2018 Time... 9:42:40:85 |
| Elapsed Time... 0.24467 minutes or 14.68000 seconds |
*==============================================================*
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