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d20y25m.out
From the archive Output.zip, inside RAL17/0511 - Information Request Response. File date in the archive: 2018-02-16 09:18.
0.0000
N68 0.0000 0.0000 0.0000 1.4689 0.0000
D1 0.0000 0.0000 0.0000 2.1615 0.0000
N60.7 0.0000 0.0000 0.0000 0.5426 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 0.035 percent
The Junction with the largest average change was.D1 with 0.031 percent
The Conduit with the largest sinuosity was.......6364und with 3.431
*===================================================================*
| 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 1259.3656 0.0583
N4 1110.1962 0.0514
N8 298.1220 0.0138
N13 1013.6749 0.0469
N25 1120.7965 0.0519
N28 1459.7016 0.0676
N29 1226.0041 0.0568
N30 1840.4833 0.0852
N31 1846.5742 0.0855
N32 496.9998 0.0230
N33 407.3056 0.0189
N36 362.6636 0.0168
N42 664.6561 0.0308
N44 312.5179 0.0145
N45 246.5956 0.0114
N47 221.0086 0.0102
N48 1674.4594 0.0775
N50 575.0943 0.0266
N52 173.8537 0.0080
N55 593.4337 0.0275
N56 208.1673 0.0096
N58 421.4627 0.0195
N59 124.2272 0.0058
N61 198.7267 0.0092
N63 421.9842 0.0195
N64 738.7126 0.0342
N66 1184.6342 0.0548
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 -21703.5120 -1.0048
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 21703.5120 1.0048
*=====================================================*
| Initial system volume = 666.1695 Cu M |
| Total system inflow volume = 20194.1156 Cu M |
| Inflow + Initial volume = 20860.2851 Cu M |
*=====================================================*
| Total system outflow = 21703.5134 Cu M |
| Volume left in system = 873.8132 Cu M |
| Evaporation = 0.0000 Cu M |
| Outflow + Final Volume = 22577.3266 Cu M |
*=====================================================*
*===============================================*
| Total Model Continuity Error |
| Error in Continuity, Percent = -8.2312 |
| Error in Continuity, m^3 = -1717.042 |
| + Error means a continuity loss, - a gain |
*===============================================*
###################################################
# Table E22. Numerical Model judgement section #
###################################################
Your overall error was -8.2312 percent
Worst nodal error was in node N42 with -0.7732 percent
Of the total inflow this loss was 1.0626 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\d20y25m.out
*==============================================================*
| SWMM Simulation Date and Time Summary |
*==============================================================*
| Starting Date... February 16, 2018 Time... 9:17:52:70 |
| Ending Date... February 16, 2018 Time... 9:18: 7:20 |
| Elapsed Time... 0.24167 minutes or 14.50000 seconds |
*==============================================================*
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