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d2y1hr.out
From the archive XPXtrm.zip, inside Further information re: stormwater modelling - REC17/0011. File date in the archive: 2017-10-09 21:01.
absolute (Inflow + Outflow) |
| Intermediate column is a judgement on the node continuity error. |
| |
| Excellent < 1 percent Great 1 to 2 percent Good 2 to 5 percent |
| Fair 5 to 10 percent Poor 10 to 25 percent Bad 25 to 50 percent |
| Terrible > 50 percent |
*=============================================================================*
Junction <------Continuity Error -------> Remaining Beginning Net Flow Total Flow Failed to
Name Volume % of Node % of Inflow Volume Volume Thru Node Thru Node Converge
--------------- -------- ---------- ---------- -------- ---------- ---------- ---------- ---------
N54 0.0952 0.0512 0.0016 0.0986 0.0000 0.1938 185.9595 0
N53 -1.1036 -0.2818 0.0185 0.1097 0.0000 -0.9939 391.5843 0
N52 1.3071 0.2801 0.0219 0.0571 0.0000 1.3643 466.6513 0
N38 -1.9543 -0.1314 0.0327 0.2191 0.0000 -1.7352 1487.3873 0
N51B -0.5582 -0.1155 0.0093 0.1131 0.0000 -0.4451 483.2466 0
N48 -0.6013 -0.0973 0.0101 0.1084 0.0000 -0.4928 617.8172 0
N50B 0.3928 0.4022 0.0066 1.0063 0.0000 1.3991 97.1629 0
N49B -0.3457 -0.1452 0.0058 0.0155 0.0000 -0.3303 238.1679 0
N47 -0.0387 -0.0120 0.0006 0.0288 0.0000 -0.0100 322.5708 0
N46 -0.6433 -0.1937 0.0108 0.0834 0.0000 -0.5599 332.0517 0
N45 9.8918 0.7989 0.1656 0.3010 0.0000 10.1928 1237.9645 0
N43 -0.0479 -0.0262 0.0008 0.0221 0.0000 -0.0258 183.0629 0
N42 -0.3387 -0.0955 0.0057 0.0412 0.0000 -0.2975 354.7923 0
N41 0.0024 0.0007 0.0000 0.0382 0.0000 0.0406 355.0802 0
N44 -0.4267 -0.1707 0.0071 0.0242 0.0000 -0.4025 249.8897 0
N40 -5.3860 -0.8165 0.0902 0.1116 0.0000 -5.2743 659.5610 0
N39 -0.1349 -0.1040 0.0023 0.0185 0.0000 -0.1164 129.7746 0
N37 -0.4563 -0.2296 0.0076 0.0312 0.0000 -0.4250 198.6731 0
N36 2.3994 0.1512 0.0402 0.0849 0.0000 2.4843 1586.8282 0
N35 -0.3241 -0.0210 0.0054 0.0581 0.0000 -0.2660 1546.0362 0
N34 -0.0003 0.0000 0.0000 0.0003 0.0000 0.0000 0.0000 0
N33 -1.2283 -0.0794 0.0206 0.1905 0.0000 -1.0378 1547.2233 0
N31 1.5614 0.5296 0.0261 0.1338 0.0000 1.6951 294.7613 0
N30 -3.0130 -0.2326 0.0505 0.3887 0.0000 -2.6244 1295.3808 0
N29 -1.7081 -0.2516 0.0286 0.4841 0.0000 -1.2240 678.6205 0
N28 -0.5280 -0.1546 0.0088 0.0441 0.0000 -0.4839 341.4379 0
N27 -1.4744 -0.1557 0.0247 0.8399 0.0000 -0.6345 946.4498 0
N26 -6.9495 -6.6163 0.1164 1.0801 0.0000 -5.8694 104.4961 0
N25 0.7074 0.0787 0.0118 0.1142 0.0000 0.8216 898.9416 0
N24 -2.3689 -0.1078 0.0397 0.3055 0.0000 -2.0634 2198.0087 0
N23 -0.4442 -0.0832 0.0074 0.1126 0.0000 -0.3316 534.0657 0
N22 -3.9663 -0.0887 0.0664 0.6375 0.0000 -3.3287 4472.8664 0
N21 0.1019 0.0343 0.0017 1.0208 0.0000 1.1227 296.9101 0
N20 -0.1673 -0.0181 0.0028 0.0775 0.0000 -0.0898 924.7371 0
N19 -1.0569 -0.0635 0.0177 0.4931 0.0000 -0.5639 1663.7675 0
N18 -2.9818 -0.1404 0.0499 0.5621 0.0000 -2.4196 2123.0906 0
N17 -2.0599 -0.0292 0.0345 0.6053 0.0000 -1.4545 7052.6446 0
N16 -3.0987 -0.0439 0.0519 0.6715 0.0000 -2.4272 7054.3962 0
N15 -1.9983 -0.0315 0.0335 1.8423 0.0000 -0.1560 6337.4433 0
N14B -1.6423 -0.5221 0.0275 0.0151 0.0000 -1.6272 314.5458 0
N14A -0.9544 -0.0474 0.0160 0.1211 0.0500 -0.8833 2012.1415 0
N13 -3.8998 -0.1934 0.0653 0.0310 0.0000 -3.8688 2016.5074 0
N12 -14.7998 -0.7274 0.2478 0.1306 0.0000 -14.6692 2034.6210 0
N11 -1.0483 -0.0381 0.0176 0.7302 0.0000 -0.3181 2748.2025 0
N10 -0.1241 -0.0404 0.0021 0.0313 0.0000 -0.0928 307.0991 0
N9 -0.5087 -0.1654 0.0085 0.0720 0.0000 -0.4367 307.5909 0
N8 -0.8334 -0.1395 0.0140 0.1424 0.0000 -0.6910 597.4793 0
N7 -0.2517 -0.0905 0.0042 0.0317 0.0000 -0.2200 278.1260 0
N6 0.0427 0.0037 0.0007 0.1442 0.0000 0.1869 1158.7569 0
N5 -0.0519 -0.0175 0.0009 0.0769 0.0000 0.0250 296.1940 0
N4 -1.6927 -0.0641 0.0283 0.3277 0.0000 -1.3650 2638.9762 0
N3 -7.5980 -0.1408 0.1272 1.2628 0.0000 -6.3352 5393.9927 0
N2 -2.6822 -0.0223 0.0449 2.2938 0.0000 -0.3884 12026.3944 0
N1 -0.9535 -0.0079 0.0160 0.4060 0.0000 -0.5475 12027.9704 0
N50 -0.0003 0.0000 0.0000 0.0003 0.0000 0.0000 0.0000 0
N49 -0.1310 -1.4832 0.0022 0.0003 0.0000 -0.1307 8.8321 0
N51 -0.2316 -0.2405 0.0039 0.0003 0.0000 -0.2313 96.2766 0
The total continuity error was -66.305 cubic meters
The remaining total volume was 17.993 cubic meters
Your mean node continuity error was Excellent
Your worst node continuity error was Excellent
*===================================================*
| Table E19 - Junction Inflow Sources |
| Units are either ft^3 or m^3 |
| depending on the units in your model.|
*===================================================*
Constant User Interface DWF Inflow RNF Layer Inflow
Junction Inflow Inflow Inflow Inlow through Inflow Outflow Evaporation from
Name to Node to Node to Node to Node Outfall to Node from Node from Node 2D Layer
--------------- ---------- ----------- ----------- ----------- ----------- ----------- ----------- ----------- -----------
N54 0.0000 0.0000 93.0755 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N53 0.0000 0.0000 102.4185 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N52 0.0000 0.0000 37.7462 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N38 0.0000 0.0000 112.9111 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N51B 0.0000 0.0000 68.3297 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N50B 0.0000 0.0000 49.2786 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N49B 0.0000 0.0000 71.0484 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N47 0.0000 0.0000 161.2795 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N45 0.0000 0.0000 148.7077 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N43 0.0000 0.0000 91.5131 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N42 0.0000 0.0000 85.6809 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N44 0.0000 0.0000 124.7368 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N40 0.0000 0.0000 24.5029 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N39 0.0000 0.0000 64.8272 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N37 0.0000 0.0000 99.1165 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N36 0.0000 0.0000 123.6649 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N35 0.0000 0.0000 32.2490 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N31 0.0000 0.0000 148.2081 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N30 0.0000 0.0000 108.5181 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N29 0.0000 0.0000 283.5633 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N28 0.0000 0.0000 170.4588 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N27 0.0000 0.0000 301.9575 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N26 0.0000 0.0000 25.7027 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N23 0.0000 0.0000 266.8909 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N22 0.0000 0.0000 93.7368 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N21 0.0000 0.0000 148.9867 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N20 0.0000 0.0000 462.3739 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N19 0.0000 0.0000 369.3435 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N18 0.0000 0.0000 228.4286 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N17 0.0000 0.0000 60.6691 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N11 0.0000 0.0000 349.6303 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N10 0.0000 0.0000 153.5120 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N8 0.0000 0.0000 144.4113 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N7 0.0000 0.0000 138.9471 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N6 0.0000 0.0000 440.3522 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N5 0.0000 0.0000 148.1069 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N4 0.0000 0.0000 292.5703 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N2 0.0000 0.0000 144.4774 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N1 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 6014.6354 0.0000 0.0000
*=====================================================*
| Table E20 - Junction Flooding and Volume Listing. |
| The maximum volume is the total volume |
| in the node including the volume in the |
| flooded storage area. This is the max |
| volume at any time. The volume in the |
| flooded storage area is the total volume|
| above the ground elevation, where the |
| flooded pond storage area starts. |
| The fourth column is instantaneous, the fifth is the|
| sum of the flooded volume over the entire simulation|
| Units are either ft^3 or m^3 depending on the units.|
*=====================================================*
Out of
System Stored in System
Junction Surcharged Flooded Flooded Maximum Ponding Allowed
Name Time (min) Time(min) Volume Volume Flood Pond Volume
--------------- ---------- --------- --------- --------- -----------------
N54 0.0000 0.0000 0.0000 0.1263 0.0000
N53 0.0000 0.0000 0.0000 1.0635 0.0000
N52 0.0000 0.0000 0.0000 1.0612 0.0000
N38 0.0000 0.0000 0.0000 1.0664 0.0000
N51B 0.0000 0.0000 0.0000 1.2147 0.0000
N48 0.0000 0.0000 0.0000 1.0082 0.0000
N50B 0.0000 0.0000 0.0000 1.1333 0.0000
N49B 0.0000 0.0000 0.0000 1.2092 0.0000
N47 0.0000 0.0000 0.0000 0.3083 0.0000
N46 0.0000 0.0000 0.0000 0.7389 0.0000
N45 0.0000 0.0000 0.0000 1.0723 0.0000
N43 0.0000 0.0000 0.0000 0.0613 0.0000
N42 0.0000 0.0000 0.0000 0.0831 0.0000
N41 0.0000 0.0000 0.0000 0.2403 0.0000
N44 0.0000 0.0000 0.0000 0.0674 0.0000
N40 0.0000 0.0000 0.0000 0.7102 0.0000
N39 0.0000 0.0000 0.0000 1.0141 0.0000
N37 0.0000 0.0000 0.0000 0.0530 0.0000
N36 0.0000 0.0000 0.0000 1.2480 0.0000
N35 0.0000 0.0000 0.0000 1.0332 0.0000
N34 0.0000 0.0000 0.0000 0.0000 0.0000
N33 31.5972 0.0000 0.0000 1.7902 0.0000
N31 0.0000 0.0000 0.0000 0.0172 0.0000
N30 0.0000 0.0000 0.0000 1.5131 0.0000
N29 0.0000 0.0000 0.0000 0.0913 0.0000
N28 0.0000 0.0000 0.0000 0.0642 0.0000
N27 0.0000 0.0000 0.0000 1.3639 0.0000
N26 0.0000 0.0000 0.0000 0.1054 0.0000
N25 8.4167 0.0000 0.0000 0.7682 0.0000
N24 11.8056 0.0000 0.0000 1.4516 0.0000
N23 0.0000 0.0000 0.0000 0.1044 0.0000
N22 0.0000 0.0000 0.0000 1.6154 0.0000
N21 0.0000 0.0000 0.0000 1.0361 0.0000
N20 0.0000 0.0000 0.0000 0.2857 0.0000
N19 0.0000 0.0000 0.0000 0.3540 0.0000
N18 0.0000 0.0000 0.0000 1.2195 0.0000
N17 0.0000 0.0000 0.0000 1.1405 0.0000
N16 23.8889 0.0000 0.0000 1.5334 0.0000
N15 24.4444 0.0000 0.0000 1.0208 0.0000
N14B 0.0000 0.0000 0.0000 1.1736 0.0000
N14A 0.0000 0.0000 0.0000 0.9187 0.0000
N13 0.0000 0.0000 0.0000 0.5451 0.0000
N12 0.0000 0.0000 0.0000 0.5507 0.0000
N11 0.0000 0.0000 0.0000 0.6422 0.0000
N10 0.0000 0.0000 0.0000 0.1874 0.0000
N9 0.0000 0.0000 0.0000 0.5150 0.0000
N8 0.0000 0.0000 0.0000 0.7153 0.0000
N7 0.0000 0.0000 0.0000 1.0076 0.0000
N6 0.0000 0.0000 0.0000 1.0191 0.0000
N5 0.0000 0.0000 0.0000 0.2451 0.0000
N4 0.0000 0.0000 0.0000 0.6462 0.0000
N3 0.0000 0.0000 0.0000 0.5928 0.0000
N2 0.0000 0.0000 0.0000 0.6000 0.0000
N1 0.0000 0.0000 0.0000 0.6000 0.0000
N50 0.0000 0.0000 0.0000 0.0000 0.0000
N49 0.0000 0.0000 0.0000 0.0098 0.0000
N51 0.0000 0.0000 0.0000 0.0173 0.0000
*==================================*
| Simulation Specific Information |
*==================================*
Number of Input Conduits.......... 90 Number of Simulated Conduits...... 91
Number of Natural Channels........ 52 Number of Junctions............... 57
Number of Storage Junctions....... 0 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..0201 with 0.018 percent
The Junction with the largest average change was.N16 with 0.092 percent
The Conduit with the largest sinuosity was.......5148u with 4.311
*===================================================================*
| 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
--------------- ------------ -------------
N54 93.0788 0.0129
N53 102.4245 0.0142
N52 37.7527 0.0052
N38 112.9142 0.0157
N51B 68.3421 0.0095
N50B 49.2890 0.0068
N49B 71.0619 0.0099
N47 161.2876 0.0224
N45 148.7168 0.0207
N43 91.5188 0.0127
N42 85.6954 0.0119
N44 124.7526 0.0173
N40 24.5077 0.0034
N39 64.8367 0.0090
N37 99.1293 0.0138
N36 123.6804 0.0172
N35 32.2565 0.0045
N31 148.2277 0.0206
N30 108.5354 0.0151
N29 283.5896 0.0394
N28 170.4804 0.0237
N27 301.9770 0.0419
N26 25.7031 0.0036
N23 266.9426 0.0371
N22 93.7432 0.0130
N21 149.0071 0.0207
N20 462.3482 0.0642
N19 369.3594 0.0513
N18 228.4300 0.0317
N17 60.6737 0.0084
N11 349.6284 0.0486
N10 153.5257 0.0213
N8 144.4220 0.0201
N7 138.9571 0.0193
N6 440.3528 0.0612
N5 148.1193 0.0206
N4 292.5913 0.0406
N2 144.4785 0.0201
N1 -6014.6354 -0.8354
Outflow Outflow Average
Junction Volume m^3 Outflow, cms
--------------- ------------ ------------
N1 6014.6354 0.8354
*=====================================================*
| Initial system volume = 0.0500 Cu M |
| Total system inflow volume = 5971.9322 Cu M |
| Inflow + Initial volume = 5971.9822 Cu M |
*=====================================================*
| Total system outflow = 6014.6354 Cu M |
| Volume left in system = 17.9927 Cu M |
| Evaporation = 0.0000 Cu M |
| Outflow + Final Volume = 6032.6281 Cu M |
*=====================================================*
*===============================================*
| Total Model Continuity Error |
| Error in Continuity, Percent = -1.0155 |
| Error in Continuity, m^3 = -60.646 |
| + Error means a continuity loss, - a gain |
*===============================================*
###################################################
# Table E22. Numerical Model judgement section #
###################################################
Your overall error was -1.0155 percent
Worst nodal error was in node N12 with -0.7274 percent
Of the total inflow this loss was 0.2478 percent
Your overall continuity error was Great
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\eagill\Develop.DAT
===> Your output file was named : C:\XPS\eagill\d2y1hr.out
*==============================================================*
| SWMM Simulation Date and Time Summary |
*==============================================================*
| Starting Date... October 9, 2017 Time... 21: 1:16:78 |
| Ending Date... October 9, 2017 Time... 21: 1:26:90 |
| Elapsed Time... 0.16867 minutes or 10.12000 seconds |
*==============================================================*
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