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d100y1hr.out
From the archive Output.zip, inside RAL17/0511 - Information Request Response. File date in the archive: 2018-02-16 08:44.
0.0000
N68 0.0000 0.0000 0.0000 1.9360 0.0000
D1 0.0000 0.0000 0.0000 2.4092 0.0000
N60.7 0.0000 0.0000 0.0000 0.7454 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 0.049 percent
The Junction with the largest average change was.D1 with 0.033 percent
The Conduit with the largest sinuosity was.......6364und with 3.282
*===================================================================*
| 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 2511.4750 0.1163
N4 2214.0693 0.1025
N8 593.7035 0.0275
N13 2020.4352 0.0935
N25 2234.1635 0.1034
N28 2917.0047 0.1350
N29 2444.1764 0.1132
N30 3767.8294 0.1744
N31 3680.2038 0.1704
N32 989.5319 0.0458
N33 811.2139 0.0376
N36 722.1693 0.0334
N42 1324.7847 0.0613
N44 622.8121 0.0288
N45 491.5443 0.0228
N47 440.5817 0.0204
N48 3344.8747 0.1549
N50 1147.8509 0.0531
N52 346.1936 0.0160
N55 1182.6659 0.0548
N56 415.0862 0.0192
N58 840.1515 0.0389
N59 247.3036 0.0114
N61 395.7498 0.0183
N63 840.6250 0.0389
N64 1472.7045 0.0682
N66 2362.1591 0.1094
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 -42368.0823 -1.9615
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 42368.0823 1.9615
*=====================================================*
| Initial system volume = 666.1695 Cu M |
| Total system inflow volume = 40371.9615 Cu M |
| Inflow + Initial volume = 41038.1310 Cu M |
*=====================================================*
| Total system outflow = 42368.0838 Cu M |
| Volume left in system = 899.7397 Cu M |
| Evaporation = 0.0000 Cu M |
| Outflow + Final Volume = 43267.8234 Cu M |
*=====================================================*
*===============================================*
| Total Model Continuity Error |
| Error in Continuity, Percent = -5.4332 |
| Error in Continuity, m^3 = -2229.692 |
| + Error means a continuity loss, - a gain |
*===============================================*
###################################################
# Table E22. Numerical Model judgement section #
###################################################
Your overall error was -5.4332 percent
Worst nodal error was in node N42 with -0.3737 percent
Of the total inflow this loss was 0.5016 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\develop.DAT
===> Your output file was named : C:\XPS\churchie\d100y1hr.out
*==============================================================*
| SWMM Simulation Date and Time Summary |
*==============================================================*
| Starting Date... February 16, 2018 Time... 8:44:36: 3 |
| Ending Date... February 16, 2018 Time... 8:44:51:42 |
| Elapsed Time... 0.25650 minutes or 15.39000 seconds |
*==============================================================*
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