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d100y25m
From the archive Input.zip, inside RAL17/0511 - Information Request Response. File date in the archive: 2018-02-13 15:48.
0.0000
N68 0.0000 0.0000 0.0000 1.8563 0.0000
D1 0.0000 0.0000 0.0000 2.3670 0.0000
N60.7 0.0000 0.0000 0.0000 0.7765 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.......L14 with 2.524
*===================================================================*
| 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 1677.6018 0.0777
N4 1476.4943 0.0684
N8 396.3457 0.0183
N13 1347.4875 0.0624
N25 1490.5642 0.0690
N28 1947.9870 0.0902
N29 1632.8239 0.0756
N30 2483.7015 0.1150
N31 2455.2954 0.1137
N32 660.7787 0.0306
N33 541.5626 0.0251
N36 482.2052 0.0223
N42 883.9139 0.0409
N44 415.6117 0.0192
N45 329.6762 0.0153
N47 296.2112 0.0137
N48 2228.4600 0.1032
N50 763.1928 0.0353
N52 231.1612 0.0107
N55 791.2439 0.0366
N56 276.8699 0.0128
N58 560.5307 0.0260
N59 165.1727 0.0076
N61 264.2259 0.0122
N63 561.1283 0.0260
N64 982.4717 0.0455
N66 1575.5837 0.0729
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 -28830.1521 -1.3347
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 28830.1521 1.3347
*=====================================================*
| Initial system volume = 666.1695 Cu M |
| Total system inflow volume = 26908.5207 Cu M |
| Inflow + Initial volume = 27574.6902 Cu M |
*=====================================================*
| Total system outflow = 28830.1535 Cu M |
| Volume left in system = 877.9053 Cu M |
| Evaporation = 0.0000 Cu M |
| Outflow + Final Volume = 29708.0588 Cu M |
*=====================================================*
*===============================================*
| Total Model Continuity Error |
| Error in Continuity, Percent = -7.7367 |
| Error in Continuity, m^3 = -2133.369 |
| + Error means a continuity loss, - a gain |
*===============================================*
###################################################
# Table E22. Numerical Model judgement section #
###################################################
Your overall error was -7.7367 percent
Worst nodal error was in node N42 with -0.6877 percent
Of the total inflow this loss was 0.9375 percent
Your overall continuity error was Fair
Excellent Efficiency
Efficiency of the simulation 1.42
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\d100y25m
*==============================================================*
| SWMM Simulation Date and Time Summary |
*==============================================================*
| Starting Date... February 13, 2018 Time... 15:48: 5:15 |
| Ending Date... February 13, 2018 Time... 15:48:21:14 |
| Elapsed Time... 0.26650 minutes or 15.99000 seconds |
*==============================================================*
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