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d1y1p5.out
From the archive XPXtrm.zip, inside Further information re: stormwater modelling - REC17/0011. File date in the archive: 2017-10-09 21:05.
0
N52 -0.5200 -0.1118 0.0087 0.1109 0.0000 -0.4091 464.9034 0
N38 -0.2535 -0.0171 0.0042 0.4339 0.0000 0.1804 1484.1145 0
N51B -0.4326 -0.0753 0.0072 0.2085 0.0000 -0.2241 574.3536 0
N48 -1.3191 -0.1685 0.0220 0.2133 0.0000 -1.1058 782.6453 0
N50B 0.2738 0.2752 0.0046 1.0129 0.0000 1.2867 98.9839 0
N49B -0.2060 -0.0853 0.0034 0.0330 0.0000 -0.1730 241.3798 0
N47 -0.0111 -0.0034 0.0002 0.0487 0.0000 0.0376 322.2410 0
N46 -0.6523 -0.2021 0.0109 0.1485 0.0000 -0.5038 322.6979 0
N45 -0.5590 -0.0398 0.0093 0.5487 0.0000 -0.0102 1404.1501 0
N43 -0.0131 -0.0072 0.0002 0.0384 0.0000 0.0253 182.2405 0
N42 -0.2631 -0.0739 0.0044 0.0749 0.0000 -0.1881 355.7453 0
N41 -0.1083 -0.0304 0.0018 0.0790 0.0000 -0.0293 355.9944 0
N44 0.3421 0.1362 0.0057 0.0484 0.0000 0.3905 251.2136 0
N40 -1.8057 -0.2743 0.0301 0.2255 0.0000 -1.5803 658.0971 0
N39 -0.7527 -0.5714 0.0125 0.0349 0.0000 -0.7178 131.7097 0
N37 0.8323 0.4172 0.0139 0.0675 0.0000 0.8998 199.4398 0
N36 -0.8300 -0.0555 0.0138 0.1833 0.0000 -0.6467 1496.7001 0
N35 -0.2516 -0.0161 0.0042 0.1201 0.0000 -0.1315 1562.9698 0
N34 -0.0003 0.0000 0.0000 0.0003 0.0000 0.0000 0.0000 0
N33 -1.1818 -0.0756 0.0197 0.4015 0.0000 -0.7803 1563.7434 0
N31 -0.3056 -0.1020 0.0051 0.2861 0.0000 -0.0196 299.5966 0
N30 -0.6879 -0.0607 0.0115 0.6988 0.0000 0.0108 1133.3464 0
N29 -2.3592 -0.3848 0.0393 0.6567 0.0000 -1.7025 612.7661 0
N28 -0.4707 -0.1366 0.0078 0.0927 0.0000 -0.3780 344.6161 0
N27 -1.2770 -0.1338 0.0213 0.9690 0.0000 -0.3080 953.6417 0
N26 4.9075 10.6716 0.0817 1.1933 0.0000 6.1009 45.3898 0
N25 -0.5474 -0.0574 0.0091 0.2262 0.0000 -0.3212 954.2432 0
N24 -2.7655 -0.1323 0.0461 0.5897 0.0000 -2.1758 2089.9792 0
N23 -2.8278 -0.5213 0.0471 0.3081 0.0000 -2.5197 542.2819 0
N22 -2.0581 -0.0469 0.0343 1.3738 0.0000 -0.6843 4388.2572 0
N21 -0.6192 -0.2056 0.0103 1.0432 0.0000 0.4241 300.6718 0
N20 -0.1578 -0.0170 0.0026 0.1258 0.0000 -0.0319 927.6246 0
N19 -1.6760 -0.1004 0.0279 0.8402 0.0000 -0.8358 1669.7220 0
N18 -1.1283 -0.0531 0.0188 0.9620 0.0000 -0.1662 2126.2130 0
N17 -2.2822 -0.0329 0.0380 1.1573 0.0000 -1.1250 6935.4682 0
N16 -3.6164 -0.0521 0.0602 1.2366 0.0000 -2.3798 6935.8895 0
N15 -2.9070 -0.0401 0.0484 3.3429 0.0000 0.4360 7247.4130 0
N14B -0.3429 -0.2560 0.0057 0.0158 0.0000 -0.3271 133.9345 0
N14A -0.8828 -0.0781 0.0147 0.1264 0.0500 -0.8064 1129.7505 0
N13 -2.6229 -0.2316 0.0437 0.0334 0.0000 -2.5895 1132.6214 0
N12 -11.1666 -0.9746 0.1860 0.1764 0.0000 -10.9901 1145.7140 0
N11 -1.7557 -0.0948 0.0292 1.3868 0.0000 -0.3689 1850.9679 0
N10 -0.1487 -0.0479 0.0025 0.0603 0.0000 -0.0884 310.5686 0
N9 -0.2835 -0.0912 0.0047 0.1371 0.0000 -0.1464 310.7803 0
N8 -0.6970 -0.1155 0.0116 0.2346 0.0000 -0.4624 603.3392 0
N7 -0.0860 -0.0306 0.0014 0.0580 0.0000 -0.0280 280.9167 0
N6 -0.6849 -0.0586 0.0114 0.2268 0.0000 -0.4581 1168.5679 0
N5 -0.1142 -0.0381 0.0019 0.1125 0.0000 -0.0017 299.5809 0
N4 -1.8528 -0.0695 0.0309 0.5106 0.0000 -1.3422 2665.0836 0
N3 -6.1919 -0.1369 0.1031 2.6650 0.0000 -3.5269 4520.3464 0
N2 -2.8729 -0.0238 0.0478 4.3673 0.0000 1.4945 12055.3943 0
N1 -1.3241 -0.0110 0.0221 0.7727 0.0000 -0.5513 12054.7699 0
N50 -0.0003 0.0000 0.0000 0.0003 0.0000 0.0000 0.0000 0
N49 -0.0003 0.0000 0.0000 0.0003 0.0000 0.0000 0.0000 0
N51 -0.3574 -1.0260 0.0060 0.0003 0.0000 -0.3571 34.8357 0
The total continuity error was -59.880 cubic meters
The remaining total volume was 30.453 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 92.5662 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N53 0.0000 0.0000 101.9612 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N52 0.0000 0.0000 38.1031 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N38 0.0000 0.0000 113.4757 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N51B 0.0000 0.0000 68.9932 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N50B 0.0000 0.0000 50.1308 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N49B 0.0000 0.0000 71.7531 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N47 0.0000 0.0000 161.1382 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N45 0.0000 0.0000 148.6747 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N43 0.0000 0.0000 91.1239 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N42 0.0000 0.0000 86.6483 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N44 0.0000 0.0000 125.7921 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N40 0.0000 0.0000 24.8574 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N39 0.0000 0.0000 65.4902 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N37 0.0000 0.0000 100.1551 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N36 0.0000 0.0000 124.8435 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N35 0.0000 0.0000 32.7363 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N31 0.0000 0.0000 149.7562 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N30 0.0000 0.0000 109.6500 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N29 0.0000 0.0000 285.8998 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N28 0.0000 0.0000 172.0965 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N27 0.0000 0.0000 304.1657 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N26 0.0000 0.0000 25.7451 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N23 0.0000 0.0000 269.8987 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N22 0.0000 0.0000 93.3599 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N21 0.0000 0.0000 150.4966 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N20 0.0000 0.0000 463.8123 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N19 0.0000 0.0000 370.6474 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N18 0.0000 0.0000 227.8368 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N17 0.0000 0.0000 60.7632 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N11 0.0000 0.0000 347.1374 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N10 0.0000 0.0000 155.2439 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N8 0.0000 0.0000 145.9897 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N7 0.0000 0.0000 140.4371 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N6 0.0000 0.0000 443.6345 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N5 0.0000 0.0000 149.7770 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N4 0.0000 0.0000 295.8259 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N2 0.0000 0.0000 143.6238 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 6028.0191 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 0.1109 0.0000
N53 0.0000 0.0000 0.0000 1.0457 0.0000
N52 0.0000 0.0000 0.0000 1.0337 0.0000
N38 0.0000 0.0000 0.0000 0.9688 0.0000
N51B 0.0000 0.0000 0.0000 1.2131 0.0000
N48 0.0000 0.0000 0.0000 1.0056 0.0000
N50B 0.0000 0.0000 0.0000 1.1195 0.0000
N49B 0.0000 0.0000 0.0000 1.1341 0.0000
N47 0.0000 0.0000 0.0000 0.1630 0.0000
N46 0.0000 0.0000 0.0000 0.6257 0.0000
N45 0.0000 0.0000 0.0000 1.0559 0.0000
N43 0.0000 0.0000 0.0000 0.0530 0.0000
N42 0.0000 0.0000 0.0000 0.0725 0.0000
N41 0.0000 0.0000 0.0000 0.1461 0.0000
N44 0.0000 0.0000 0.0000 0.0587 0.0000
N40 0.0000 0.0000 0.0000 0.5319 0.0000
N39 0.0000 0.0000 0.0000 1.0112 0.0000
N37 0.0000 0.0000 0.0000 0.0462 0.0000
N36 0.0000 0.0000 0.0000 1.1262 0.0000
N35 0.0000 0.0000 0.0000 0.7714 0.0000
N34 0.0000 0.0000 0.0000 0.0000 0.0000
N33 23.4444 0.0000 0.0000 1.3967 0.0000
N31 0.0000 0.0000 0.0000 0.0144 0.0000
N30 0.0000 0.0000 0.0000 0.3350 0.0000
N29 0.0000 0.0000 0.0000 0.0752 0.0000
N28 0.0000 0.0000 0.0000 0.0560 0.0000
N27 0.0000 0.0000 0.0000 1.0615 0.0000
N26 0.0000 0.0000 0.0000 0.0405 0.0000
N25 0.0000 0.0000 0.0000 0.3140 0.0000
N24 0.0000 0.0000 0.0000 0.6825 0.0000
N23 0.0000 0.0000 0.0000 0.0912 0.0000
N22 0.0000 0.0000 0.0000 1.0256 0.0000
N21 0.0000 0.0000 0.0000 1.0299 0.0000
N20 0.0000 0.0000 0.0000 0.2179 0.0000
N19 0.0000 0.0000 0.0000 0.2590 0.0000
N18 0.0000 0.0000 0.0000 0.6808 0.0000
N17 0.0000 0.0000 0.0000 0.6265 0.0000
N16 11.8056 0.0000 0.0000 1.2796 0.0000
N15 14.0278 0.0000 0.0000 0.9345 0.0000
N14B 0.0000 0.0000 0.0000 1.0288 0.0000
N14A 0.0000 0.0000 0.0000 0.8449 0.0000
N13 0.0000 0.0000 0.0000 0.4881 0.0000
N12 0.0000 0.0000 0.0000 0.5027 0.0000
N11 0.0000 0.0000 0.0000 0.5433 0.0000
N10 0.0000 0.0000 0.0000 0.1634 0.0000
N9 0.0000 0.0000 0.0000 0.1800 0.0000
N8 0.0000 0.0000 0.0000 0.3701 0.0000
N7 0.0000 0.0000 0.0000 0.2085 0.0000
N6 0.0000 0.0000 0.0000 0.3293 0.0000
N5 0.0000 0.0000 0.0000 0.1434 0.0000
N4 0.0000 0.0000 0.0000 0.4783 0.0000
N3 0.0000 0.0000 0.0000 0.5077 0.0000
N2 0.0000 0.0000 0.0000 0.5269 0.0000
N1 0.0000 0.0000 0.0000 0.5260 0.0000
N50 0.0000 0.0000 0.0000 0.0000 0.0000
N49 0.0000 0.0000 0.0000 0.0000 0.0000
N51 0.0000 0.0000 0.0000 0.0125 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..FREE # 1 with 0.018 percent
The Junction with the largest average change was.N51B with 0.103 percent
The Conduit with the largest sinuosity was.......5148u with 4.873
*===================================================================*
| 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 92.5696 0.0129
N53 101.9666 0.0142
N52 38.1084 0.0053
N38 113.4792 0.0158
N51B 69.0034 0.0096
N50B 50.1393 0.0070
N49B 71.7643 0.0100
N47 161.1465 0.0224
N45 148.6836 0.0207
N43 91.1289 0.0127
N42 86.6601 0.0120
N44 125.8052 0.0175
N40 24.8613 0.0035
N39 65.4980 0.0091
N37 100.1657 0.0139
N36 124.8563 0.0173
N35 32.7425 0.0045
N31 149.7722 0.0208
N30 109.6642 0.0152
N29 285.9220 0.0397
N28 172.1143 0.0239
N27 304.1830 0.0422
N26 25.7456 0.0036
N23 269.9407 0.0375
N22 93.3655 0.0130
N21 150.5130 0.0209
N20 463.7981 0.0644
N19 370.6631 0.0515
N18 227.8407 0.0316
N17 60.7674 0.0084
N11 347.1408 0.0482
N10 155.2553 0.0216
N8 145.9988 0.0203
N7 140.4456 0.0195
N6 443.6390 0.0616
N5 149.7874 0.0208
N4 295.8438 0.0411
N2 143.6267 0.0199
N1 -6028.0191 -0.8372
Outflow Outflow Average
Junction Volume m^3 Outflow, cms
--------------- ------------ ------------
N1 6028.0191 0.8372
*=====================================================*
| Initial system volume = 0.0500 Cu M |
| Total system inflow volume = 6004.2407 Cu M |
| Inflow + Initial volume = 6004.2907 Cu M |
*=====================================================*
| Total system outflow = 6028.0191 Cu M |
| Volume left in system = 30.4535 Cu M |
| Evaporation = 0.0000 Cu M |
| Outflow + Final Volume = 6058.4726 Cu M |
*=====================================================*
*===============================================*
| Total Model Continuity Error |
| Error in Continuity, Percent = -0.9024 |
| Error in Continuity, m^3 = -54.182 |
| + Error means a continuity loss, - a gain |
*===============================================*
###################################################
# Table E22. Numerical Model judgement section #
###################################################
Your overall error was -0.9024 percent
Worst nodal error was in node N12 with -0.9746 percent
Of the total inflow this loss was 0.1860 percent
Your overall continuity error was Excellent
Excellent Efficiency
Efficiency of the simulation 1.38
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\d1y1p5.out
*==============================================================*
| SWMM Simulation Date and Time Summary |
*==============================================================*
| Starting Date... October 9, 2017 Time... 21: 5:44:14 |
| Ending Date... October 9, 2017 Time... 21: 5:54:37 |
| Elapsed Time... 0.17050 minutes or 10.23000 seconds |
*==============================================================*
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