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d2y25m.out
From the archive XPXtrm.zip, inside Further information re: stormwater modelling - REC17/0011. File date in the archive: 2017-10-09 21:04.
| Total Flow + (Beginning Volume + Ending Volume)/2 |
| |
| Net Flow = Node Inflow - Node Outflow |
| Total Flow = 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 -0.3303 -0.2593 0.0082 0.0570 0.0000 -0.2733 127.3372 0
N53 -1.4754 -0.5486 0.0365 0.0605 0.0000 -1.4149 268.8915 0
N52 1.1691 0.3651 0.0289 0.0340 0.0000 1.2031 320.2324 0
N38 -0.6703 -0.0661 0.0166 0.1290 0.0000 -0.5413 1014.2961 0
N51B -0.5538 -0.1765 0.0137 0.0639 0.0000 -0.4899 313.7797 0
N48 -0.0845 -0.0219 0.0021 0.0688 0.0000 -0.0157 384.7451 0
N50B 0.3552 0.5421 0.0088 1.0034 0.0000 1.3586 65.0221 0
N49B -0.2523 -0.1576 0.0062 0.0092 0.0000 -0.2430 160.0832 0
N47 0.0144 0.0066 0.0004 0.0187 0.0000 0.0330 219.0480 0
N46 -0.4302 -0.1803 0.0106 0.0522 0.0000 -0.3780 238.5831 0
N45 13.8627 1.7080 0.3429 0.1900 0.0000 14.0526 811.5491 0
N43 -0.0108 -0.0086 0.0003 0.0140 0.0000 0.0033 124.9855 0
N42 -0.3591 -0.1488 0.0089 0.0254 0.0000 -0.3337 241.2549 0
N41 0.1971 0.0816 0.0049 0.0220 0.0000 0.2191 241.4278 0
N44 -0.7638 -0.4502 0.0189 0.0142 0.0000 -0.7496 169.6385 0
N40 -4.2577 -0.9486 0.1053 0.0674 0.0000 -4.1904 448.8140 0
N39 -0.7474 -0.8451 0.0185 0.0105 0.0000 -0.7370 88.4330 0
N37 -0.4540 -0.3376 0.0112 0.0176 0.0000 -0.4365 134.4769 0
N36 6.3163 0.5795 0.1563 0.0503 0.0000 6.3666 1089.9348 0
N35 -0.4270 -0.0417 0.0106 0.0353 0.0000 -0.3917 1023.8336 0
N34 -0.0003 0.0000 0.0000 0.0003 0.0000 0.0000 0.0000 0
N33 -1.1630 -0.1134 0.0288 0.1235 0.0000 -1.0395 1025.1902 0
N31 4.0750 2.0755 0.1008 0.0767 0.0000 4.1517 196.3037 0
N30 -10.5875 -1.0882 0.2619 0.2788 0.0000 -10.3087 972.8216 0
N29 1.6356 0.3131 0.0405 0.4147 0.0000 2.0504 522.1378 0
N28 -0.6213 -0.2686 0.0154 0.0250 0.0000 -0.5963 231.2682 0
N27 -1.5935 -0.2485 0.0394 0.7608 0.0000 -0.8328 641.0112 0
N26 -12.3560 -9.5080 0.3057 1.0004 0.0000 -11.3557 129.4542 0
N25 2.7472 0.4945 0.0680 0.0697 0.0000 2.8169 555.5658 0
N24 -2.5993 -0.1690 0.0643 0.2118 0.0000 -2.3876 1538.3401 0
N23 6.7377 1.9006 0.1667 0.0630 0.0000 6.8007 354.4713 0
N22 -7.8229 -0.2565 0.1935 0.4148 0.0000 -7.4081 3049.7408 0
N21 0.3460 0.1724 0.0086 1.0120 0.0000 1.3580 200.2582 0
N20 -0.0939 -0.0151 0.0023 0.0515 0.0000 -0.0424 622.2684 0
N19 0.5055 0.0451 0.0125 0.3224 0.0000 0.8280 1121.3790 0
N18 -2.2486 -0.1570 0.0556 0.3667 0.0000 -1.8819 1432.2253 0
N17 1.7813 0.0369 0.0441 0.3769 0.0000 2.1583 4826.4338 0
N16 -2.3682 -0.0491 0.0586 0.4366 0.0000 -1.9316 4825.7167 0
N15 -1.4167 -0.0342 0.0350 1.1840 0.0000 -0.2328 4142.3848 0
N14B -6.9732 -2.7847 0.1725 0.0148 0.0000 -6.9584 250.4014 0
N14A -1.1083 -0.0733 0.0274 0.1187 0.0500 -1.0396 1512.5603 0
N13 -3.8875 -0.2562 0.0962 0.0295 0.0000 -3.8580 1517.4939 0
N12 -12.9169 -0.8420 0.3195 0.0950 0.0000 -12.8219 1533.9861 0
N11 3.1968 0.1583 0.0791 0.5005 0.0000 3.6972 2018.9645 0
N10 0.0706 0.0341 0.0017 0.0187 0.0000 0.0892 207.1215 0
N9 -0.9530 -0.4583 0.0236 0.0421 0.0000 -0.9109 207.9048 0
N8 -0.2381 -0.0590 0.0059 0.0873 0.0000 -0.1508 403.7602 0
N7 -0.2590 -0.1380 0.0064 0.0196 0.0000 -0.2394 187.7416 0
N6 1.3439 0.1723 0.0332 0.0924 0.0000 1.4363 779.9455 0
N5 -0.0351 -0.0176 0.0009 0.0474 0.0000 0.0123 199.8493 0
N4 -1.2856 -0.0723 0.0318 0.2076 0.0000 -1.0781 1777.6452 0
N3 -7.4235 -0.1953 0.1836 0.8304 0.0000 -6.5931 3799.9586 0
N2 -3.6653 -0.0450 0.0907 1.4744 0.0000 -2.1910 8147.5710 0
N1 -0.8276 -0.0102 0.0205 0.2485 0.0000 -0.5790 8151.5831 0
N50 -0.0003 0.0000 0.0000 0.0003 0.0000 0.0000 0.0000 0
N49 -0.2610 -1.3753 0.0065 0.0003 0.0000 -0.2607 18.9754 0
N51 -0.4660 -0.6526 0.0115 0.0003 0.0000 -0.4657 71.4146 0
The total continuity error was -49.634 cubic meters
The remaining total volume was 12.961 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 63.5323 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N53 0.0000 0.0000 69.9263 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N52 0.0000 0.0000 25.5605 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N38 0.0000 0.0000 76.3137 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N51B 0.0000 0.0000 46.2688 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N50B 0.0000 0.0000 33.1825 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N49B 0.0000 0.0000 48.1081 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N47 0.0000 0.0000 109.5410 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N45 0.0000 0.0000 101.0163 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N43 0.0000 0.0000 62.4830 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N42 0.0000 0.0000 57.9371 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N44 0.0000 0.0000 84.4368 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N40 0.0000 0.0000 16.5361 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N39 0.0000 0.0000 43.8537 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N37 0.0000 0.0000 67.0127 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N36 0.0000 0.0000 83.6597 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N35 0.0000 0.0000 21.7721 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N31 0.0000 0.0000 100.2142 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N30 0.0000 0.0000 73.4231 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N29 0.0000 0.0000 191.8139 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N28 0.0000 0.0000 115.3091 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N27 0.0000 0.0000 204.1585 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N26 0.0000 0.0000 17.4149 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N23 0.0000 0.0000 180.6437 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N22 0.0000 0.0000 64.0048 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N21 0.0000 0.0000 100.8067 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N20 0.0000 0.0000 311.1691 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N19 0.0000 0.0000 250.0675 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N18 0.0000 0.0000 155.0988 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N17 0.0000 0.0000 41.2095 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N11 0.0000 0.0000 238.0835 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N10 0.0000 0.0000 103.6013 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N8 0.0000 0.0000 97.4261 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N7 0.0000 0.0000 93.7471 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N6 0.0000 0.0000 296.7377 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N5 0.0000 0.0000 99.9318 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N4 0.0000 0.0000 197.3324 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N2 0.0000 0.0000 98.3667 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 4076.7971 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 0.1324 0.0000
N53 0.0000 0.0000 0.0000 1.0710 0.0000
N52 0.0000 0.0000 0.0000 1.0708 0.0000
N38 0.0000 0.0000 0.0000 1.0810 0.0000
N51B 0.0000 0.0000 0.0000 1.2158 0.0000
N48 0.0000 0.0000 0.0000 1.0088 0.0000
N50B 0.0000 0.0000 0.0000 1.1463 0.0000
N49B 0.0000 0.0000 0.0000 1.2106 0.0000
N47 0.0000 0.0000 0.0000 0.4571 0.0000
N46 0.0000 0.0000 0.0000 0.8361 0.0000
N45 0.0000 0.0000 0.0000 1.0790 0.0000
N43 0.0000 0.0000 0.0000 0.0649 0.0000
N42 0.0000 0.0000 0.0000 0.0877 0.0000
N41 0.0000 0.0000 0.0000 0.3031 0.0000
N44 0.0000 0.0000 0.0000 0.0716 0.0000
N40 0.0000 0.0000 0.0000 0.7680 0.0000
N39 0.0000 0.0000 0.0000 1.0165 0.0000
N37 0.0000 0.0000 0.0000 0.0559 0.0000
N36 0.0000 0.0000 0.0000 1.2823 0.0000
N35 0.0000 0.0000 0.0000 1.0901 0.0000
N34 0.0000 0.0000 0.0000 0.0000 0.0000
N33 22.6667 0.0000 0.0000 1.8343 0.0000
N31 0.0000 0.0000 0.0000 0.0189 0.0000
N30 0.0000 0.0000 0.0000 1.5495 0.0000
N29 0.0000 0.0000 0.0000 0.1017 0.0000
N28 0.0000 0.0000 0.0000 0.0679 0.0000
N27 0.0000 0.0000 0.0000 1.3674 0.0000
N26 0.0000 0.0000 0.0000 0.1347 0.0000
N25 8.5000 0.0000 0.0000 0.7823 0.0000
N24 14.3056 0.0000 0.0000 1.4812 0.0000
N23 0.0000 0.0000 0.0000 0.1105 0.0000
N22 0.0000 0.0000 0.0000 1.6450 0.0000
N21 0.0000 0.0000 0.0000 1.0390 0.0000
N20 0.0000 0.0000 0.0000 0.3080 0.0000
N19 0.0000 0.0000 0.0000 0.4093 0.0000
N18 0.0000 0.0000 0.0000 1.2506 0.0000
N17 0.0000 0.0000 0.0000 1.2375 0.0000
N16 17.2778 0.0000 0.0000 1.6273 0.0000
N15 17.5278 0.0000 0.0000 1.0563 0.0000
N14B 0.0000 0.0000 0.0000 1.2021 0.0000
N14A 0.0000 0.0000 0.0000 0.9394 0.0000
N13 0.0000 0.0000 0.0000 0.5618 0.0000
N12 0.0000 0.0000 0.0000 0.5647 0.0000
N11 0.0000 0.0000 0.0000 0.6622 0.0000
N10 0.0000 0.0000 0.0000 0.3084 0.0000
N9 0.0000 0.0000 0.0000 0.9092 0.0000
N8 0.0000 0.0000 0.0000 1.0008 0.0000
N7 0.0000 0.0000 0.0000 1.0134 0.0000
N6 0.0000 0.0000 0.0000 1.0278 0.0000
N5 0.0000 0.0000 0.0000 0.5729 0.0000
N4 0.0000 0.0000 0.0000 0.7661 0.0000
N3 0.0000 0.0000 0.0000 0.6187 0.0000
N2 0.0000 0.0000 0.0000 0.6227 0.0000
N1 0.0000 0.0000 0.0000 0.6227 0.0000
N50 0.0000 0.0000 0.0000 0.0000 0.0000
N49 0.0000 0.0000 0.0000 0.0138 0.0000
N51 0.0000 0.0000 0.0000 0.0186 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 0.027 percent
The Junction with the largest average change was.N22 with 0.100 percent
The Conduit with the largest sinuosity was.......5148u with 4.482
*===================================================================*
| 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 63.5379 0.0088
N53 69.9350 0.0097
N52 25.5684 0.0036
N38 76.3189 0.0106
N51B 46.2840 0.0064
N50B 33.1950 0.0046
N49B 48.1247 0.0067
N47 109.5526 0.0152
N45 101.0290 0.0140
N43 62.4911 0.0087
N42 57.9550 0.0080
N44 84.4570 0.0117
N40 16.5419 0.0023
N39 43.8654 0.0061
N37 67.0288 0.0093
N36 83.6794 0.0116
N35 21.7810 0.0030
N31 100.2388 0.0139
N30 73.4446 0.0102
N29 191.8483 0.0266
N28 115.3364 0.0160
N27 204.1855 0.0284
N26 17.4157 0.0024
N23 180.7060 0.0251
N22 64.0138 0.0089
N21 100.8322 0.0140
N20 311.1475 0.0432
N19 250.0911 0.0347
N18 155.1041 0.0215
N17 41.2159 0.0057
N11 238.0873 0.0331
N10 103.6195 0.0144
N8 97.4408 0.0135
N7 93.7607 0.0130
N6 296.7458 0.0412
N5 99.9484 0.0139
N4 197.3612 0.0274
N2 98.3704 0.0137
N1 -4076.7971 -0.5662
Outflow Outflow Average
Junction Volume m^3 Outflow, cms
--------------- ------------ ------------
N1 4076.7971 0.5662
*=====================================================*
| Initial system volume = 0.0500 Cu M |
| Total system inflow volume = 4041.7011 Cu M |
| Inflow + Initial volume = 4041.7511 Cu M |
*=====================================================*
| Total system outflow = 4076.7971 Cu M |
| Volume left in system = 12.9606 Cu M |
| Evaporation = 0.0000 Cu M |
| Outflow + Final Volume = 4089.7578 Cu M |
*=====================================================*
*===============================================*
| Total Model Continuity Error |
| Error in Continuity, Percent = -1.1878 |
| Error in Continuity, m^3 = -48.007 |
| + Error means a continuity loss, - a gain |
*===============================================*
###################################################
# Table E22. Numerical Model judgement section #
###################################################
Your overall error was -1.1878 percent
Worst nodal error was in node N45 with 1.7082 percent
Of the total inflow this loss was 0.3430 percent
Your overall continuity error was Great
Excellent Efficiency
Efficiency of the simulation 1.54
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\d2y25m.out
*==============================================================*
| SWMM Simulation Date and Time Summary |
*==============================================================*
| Starting Date... October 9, 2017 Time... 21: 3:49:28 |
| Ending Date... October 9, 2017 Time... 21: 3:58:98 |
| Elapsed Time... 0.16167 minutes or 9.70000 seconds |
*==============================================================*
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