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d1y1hr.out
From the archive XPXtrm.zip, inside Further information re: stormwater modelling - REC17/0011. File date in the archive: 2017-10-09 21:07.
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 0.0971 0.0600 0.0019 0.0962 0.0000 0.1933 161.6166 0
N53 -1.4412 -0.4228 0.0277 0.1069 0.0000 -1.3343 340.8314 0
N52 0.1004 0.0246 0.0019 0.0559 0.0000 0.1564 407.8622 0
N38 -0.0579 -0.0045 0.0011 0.2151 0.0000 0.1572 1298.5813 0
N51B -0.5965 -0.1368 0.0115 0.1110 0.0000 -0.4856 435.9963 0
N48 -1.1116 -0.1915 0.0213 0.1063 0.0000 -1.0053 580.3063 0
N50B 0.3380 0.3960 0.0065 1.0062 0.0000 1.3442 84.8580 0
N49B -0.1920 -0.0924 0.0037 0.0152 0.0000 -0.1768 207.6901 0
N47 -0.0163 -0.0058 0.0003 0.0281 0.0000 0.0118 280.7260 0
N46 -0.5995 -0.2109 0.0115 0.0816 0.0000 -0.5179 284.2725 0
N45 0.5259 0.0468 0.0101 0.2946 0.0000 0.8205 1124.0282 0
N43 -0.0416 -0.0262 0.0008 0.0217 0.0000 -0.0199 159.1655 0
N42 -0.3111 -0.1006 0.0060 0.0405 0.0000 -0.2705 309.1033 0
N41 -0.0002 -0.0001 0.0000 0.0375 0.0000 0.0373 309.3588 0
N44 0.0601 0.0276 0.0012 0.0238 0.0000 0.0839 217.6065 0
N40 -5.0449 -0.8780 0.0969 0.1096 0.0000 -4.9352 574.5415 0
N39 -0.8426 -0.7391 0.0162 0.0182 0.0000 -0.8244 113.9926 0
N37 0.3482 0.2016 0.0067 0.0307 0.0000 0.3789 172.6994 0
N36 3.9973 0.2926 0.0768 0.0832 0.0000 4.0805 1366.3098 0
N35 -0.0930 -0.0066 0.0018 0.0568 0.0000 -0.0362 1408.4661 0
N34 -0.0003 0.0000 0.0000 0.0003 0.0000 0.0000 0.0000 0
N33 -0.9919 -0.0704 0.0190 0.1860 0.0000 -0.8059 1409.1706 0
N31 -0.7902 -0.3045 0.0152 0.1315 0.0000 -0.6587 259.4602 0
N30 -0.5226 -0.0512 0.0100 0.3790 0.0000 -0.1435 1021.3599 0
N29 -3.0280 -0.5415 0.0581 0.4658 0.0000 -2.5622 558.9950 0
N28 -0.4857 -0.1630 0.0093 0.0432 0.0000 -0.4425 298.0401 0
N27 -1.5829 -0.1915 0.0304 0.8156 0.0000 -0.7673 826.1166 0
N26 -2.4516 -4.0400 0.0471 1.0437 0.0000 -1.4079 60.1622 0
N25 0.6046 0.0744 0.0116 0.1117 0.0000 0.7163 812.1702 0
N24 -2.5251 -0.1376 0.0485 0.2974 0.0000 -2.2277 1835.0235 0
N23 -2.8127 -0.6000 0.0540 0.1114 0.0000 -2.7012 468.7010 0
N22 -2.0757 -0.0535 0.0399 0.6232 0.0000 -1.4525 3882.4004 0
N21 -0.2268 -0.0873 0.0044 1.0205 0.0000 0.7936 259.3398 0
N20 -0.1460 -0.0181 0.0028 0.0757 0.0000 -0.0703 805.9430 0
N19 -1.1839 -0.0816 0.0227 0.4798 0.0000 -0.7042 1450.1545 0
N18 -1.9174 -0.1037 0.0368 0.5471 0.0000 -1.3703 1849.1970 0
N17 -2.3434 -0.0384 0.0450 0.5908 0.0000 -1.7526 6103.4424 0
N16 -3.1645 -0.0518 0.0608 0.6558 0.0000 -2.5087 6105.5433 0
N15 -2.0506 -0.0354 0.0394 1.7929 0.0000 -0.2577 5794.9520 0
N14B -1.8050 -0.8164 0.0347 0.0151 0.0000 -1.7899 221.0927 0
N14A -1.0121 -0.0676 0.0194 0.1209 0.0500 -0.9411 1497.0793 0
N13 -4.0776 -0.2715 0.0783 0.0308 0.0000 -4.0468 1501.5813 0
N12 -13.1908 -0.8689 0.2533 0.1278 0.0000 -13.0631 1518.1270 0
N11 -2.2389 -0.1046 0.0430 0.7306 0.0000 -1.5083 2139.7783 0
N10 -0.1735 -0.0647 0.0033 0.0307 0.0000 -0.1428 268.2690 0
N9 -0.1934 -0.0720 0.0037 0.0705 0.0000 -0.1229 268.4935 0
N8 -0.8108 -0.1555 0.0156 0.1406 0.0000 -0.6702 521.4670 0
N7 -0.0504 -0.0208 0.0010 0.0310 0.0000 -0.0193 242.7139 0
N6 -0.7646 -0.0756 0.0147 0.1422 0.0000 -0.6224 1011.7848 0
N5 -0.0559 -0.0216 0.0011 0.0763 0.0000 0.0204 258.6932 0
N4 -1.4683 -0.0637 0.0282 0.3257 0.0000 -1.1426 2304.9990 0
N3 -7.1611 -0.1608 0.1375 1.2606 0.0000 -5.9005 4452.2730 0
N2 -2.4475 -0.0233 0.0470 2.2330 0.0000 -0.2145 10503.7762 0
N1 -0.9069 -0.0086 0.0174 0.3859 0.0000 -0.5210 10505.0049 0
N50 -0.0003 0.0000 0.0000 0.0003 0.0000 0.0000 0.0000 0
N49 -0.0709 -2.3541 0.0014 0.0003 0.0000 -0.0707 3.0133 0
N51 -0.3169 -0.5088 0.0061 0.0003 0.0000 -0.3166 62.2832 0
The total continuity error was -69.321 cubic meters
The remaining total volume was 17.633 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 80.9043 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N53 0.0000 0.0000 89.0440 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N52 0.0000 0.0000 32.9406 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N38 0.0000 0.0000 98.4573 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N51B 0.0000 0.0000 59.6334 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N50B 0.0000 0.0000 43.0989 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N49B 0.0000 0.0000 62.0083 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N47 0.0000 0.0000 140.3735 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N45 0.0000 0.0000 129.4538 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N43 0.0000 0.0000 79.5667 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N42 0.0000 0.0000 74.8115 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N44 0.0000 0.0000 108.8378 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N40 0.0000 0.0000 21.4130 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N39 0.0000 0.0000 56.5901 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N37 0.0000 0.0000 86.5329 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N36 0.0000 0.0000 107.9361 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N35 0.0000 0.0000 28.1853 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N31 0.0000 0.0000 129.3895 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N30 0.0000 0.0000 94.7309 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N29 0.0000 0.0000 247.4279 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N28 0.0000 0.0000 148.7816 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N27 0.0000 0.0000 263.4327 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N26 0.0000 0.0000 22.3899 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N23 0.0000 0.0000 233.0157 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N22 0.0000 0.0000 81.5039 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N21 0.0000 0.0000 130.0526 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N20 0.0000 0.0000 402.9801 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N19 0.0000 0.0000 321.8729 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N18 0.0000 0.0000 198.7406 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N17 0.0000 0.0000 52.8386 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N11 0.0000 0.0000 303.7959 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N10 0.0000 0.0000 134.0701 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N8 0.0000 0.0000 126.1158 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N7 0.0000 0.0000 121.3381 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N6 0.0000 0.0000 384.2697 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N5 0.0000 0.0000 129.3521 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N4 0.0000 0.0000 255.5224 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N2 0.0000 0.0000 125.5794 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 5253.0556 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 0.1195 0.0000
N53 0.0000 0.0000 0.0000 1.0560 0.0000
N52 0.0000 0.0000 0.0000 1.0505 0.0000
N38 0.0000 0.0000 0.0000 1.0421 0.0000
N51B 0.0000 0.0000 0.0000 1.2140 0.0000
N48 0.0000 0.0000 0.0000 1.0078 0.0000
N50B 0.0000 0.0000 0.0000 1.1236 0.0000
N49B 0.0000 0.0000 0.0000 1.2080 0.0000
N47 0.0000 0.0000 0.0000 0.2244 0.0000
N46 0.0000 0.0000 0.0000 0.6785 0.0000
N45 0.0000 0.0000 0.0000 1.0655 0.0000
N43 0.0000 0.0000 0.0000 0.0579 0.0000
N42 0.0000 0.0000 0.0000 0.0787 0.0000
N41 0.0000 0.0000 0.0000 0.1974 0.0000
N44 0.0000 0.0000 0.0000 0.0639 0.0000
N40 0.0000 0.0000 0.0000 0.6395 0.0000
N39 0.0000 0.0000 0.0000 1.0128 0.0000
N37 0.0000 0.0000 0.0000 0.0505 0.0000
N36 0.0000 0.0000 0.0000 1.1830 0.0000
N35 0.0000 0.0000 0.0000 0.9443 0.0000
N34 0.0000 0.0000 0.0000 0.0000 0.0000
N33 27.0972 0.0000 0.0000 1.6772 0.0000
N31 0.0000 0.0000 0.0000 0.0159 0.0000
N30 0.0000 0.0000 0.0000 0.9421 0.0000
N29 0.0000 0.0000 0.0000 0.0824 0.0000
N28 0.0000 0.0000 0.0000 0.0609 0.0000
N27 0.0000 0.0000 0.0000 1.3592 0.0000
N26 0.0000 0.0000 0.0000 0.0654 0.0000
N25 4.4722 0.0000 0.0000 0.6789 0.0000
N24 5.9167 0.0000 0.0000 1.2364 0.0000
N23 0.0000 0.0000 0.0000 0.0992 0.0000
N22 0.0000 0.0000 0.0000 1.4612 0.0000
N21 0.0000 0.0000 0.0000 1.0333 0.0000
N20 0.0000 0.0000 0.0000 0.2591 0.0000
N19 0.0000 0.0000 0.0000 0.2832 0.0000
N18 0.0000 0.0000 0.0000 1.1341 0.0000
N17 0.0000 0.0000 0.0000 0.9587 0.0000
N16 20.1111 0.0000 0.0000 1.4402 0.0000
N15 21.0000 0.0000 0.0000 0.9910 0.0000
N14B 0.0000 0.0000 0.0000 1.1368 0.0000
N14A 0.0000 0.0000 0.0000 0.8953 0.0000
N13 0.0000 0.0000 0.0000 0.5263 0.0000
N12 0.0000 0.0000 0.0000 0.5316 0.0000
N11 0.0000 0.0000 0.0000 0.5942 0.0000
N10 0.0000 0.0000 0.0000 0.1784 0.0000
N9 0.0000 0.0000 0.0000 0.2772 0.0000
N8 0.0000 0.0000 0.0000 0.5402 0.0000
N7 0.0000 0.0000 0.0000 0.9789 0.0000
N6 0.0000 0.0000 0.0000 1.0090 0.0000
N5 0.0000 0.0000 0.0000 0.1952 0.0000
N4 0.0000 0.0000 0.0000 0.5702 0.0000
N3 0.0000 0.0000 0.0000 0.5527 0.0000
N2 0.0000 0.0000 0.0000 0.5654 0.0000
N1 0.0000 0.0000 0.0000 0.5654 0.0000
N50 0.0000 0.0000 0.0000 0.0000 0.0000
N49 0.0000 0.0000 0.0000 0.0061 0.0000
N51 0.0000 0.0000 0.0000 0.0152 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 0.017 percent
The Junction with the largest average change was.N33 with 0.087 percent
The Conduit with the largest sinuosity was.......5148u with 4.475
*===================================================================*
| 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 80.9079 0.0112
N53 89.0502 0.0124
N52 32.9469 0.0046
N38 98.4605 0.0137
N51B 59.6454 0.0083
N50B 43.1089 0.0060
N49B 62.0214 0.0086
N47 140.3813 0.0195
N45 129.4626 0.0180
N43 79.5726 0.0111
N42 74.8258 0.0104
N44 108.8534 0.0151
N40 21.4177 0.0030
N39 56.5994 0.0079
N37 86.5456 0.0120
N36 107.9517 0.0150
N35 28.1925 0.0039
N31 129.4090 0.0180
N30 94.7479 0.0132
N29 247.4547 0.0344
N28 148.8031 0.0207
N27 263.4528 0.0366
N26 22.3903 0.0031
N23 233.0663 0.0324
N22 81.5105 0.0113
N21 130.0731 0.0181
N20 402.9563 0.0560
N19 321.8896 0.0447
N18 198.7422 0.0276
N17 52.8432 0.0073
N11 303.7942 0.0422
N10 134.0842 0.0186
N8 126.1270 0.0175
N7 121.3484 0.0169
N6 384.2717 0.0534
N5 129.3649 0.0180
N4 255.5442 0.0355
N2 125.5805 0.0174
N1 -5253.0556 -0.7296
Outflow Outflow Average
Junction Volume m^3 Outflow, cms
--------------- ------------ ------------
N1 5253.0556 0.7296
*=====================================================*
| Initial system volume = 0.0500 Cu M |
| Total system inflow volume = 5206.9882 Cu M |
| Inflow + Initial volume = 5207.0382 Cu M |
*=====================================================*
| Total system outflow = 5253.0556 Cu M |
| Volume left in system = 17.6334 Cu M |
| Evaporation = 0.0000 Cu M |
| Outflow + Final Volume = 5270.6890 Cu M |
*=====================================================*
*===============================================*
| Total Model Continuity Error |
| Error in Continuity, Percent = -1.2224 |
| Error in Continuity, m^3 = -63.651 |
| + Error means a continuity loss, - a gain |
*===============================================*
###################################################
# Table E22. Numerical Model judgement section #
###################################################
Your overall error was -1.2224 percent
Worst nodal error was in node N12 with -0.8689 percent
Of the total inflow this loss was 0.2533 percent
Your overall continuity error was Great
Excellent Efficiency
Efficiency of the simulation 1.39
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\d1y1hr.out
*==============================================================*
| SWMM Simulation Date and Time Summary |
*==============================================================*
| Starting Date... October 9, 2017 Time... 21: 7: 0: 7 |
| Ending Date... October 9, 2017 Time... 21: 7: 9:79 |
| Elapsed Time... 0.16200 minutes or 9.72000 seconds |
*==============================================================*
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