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d100y25m.out
From the archive XPXtrm.zip, inside Further information re: stormwater modelling - REC17/0011. File date in the archive: 2017-10-09 20:43.
Natural
0302u N3 N2 1.1000 1.0500 2.0648 2.0299 Rectangle
14b14ao N14B N14A 2.9900 2.5000 3.1338 2.9582 Natural
14b14au N14B N14A 1.8000 1.6000 3.1338 2.9582 Circular
*=============================================================================*
| Table E18 - Junction Continuity Error. Division by Volume added 11/96 |
| |
| Continuity Error = Net Flow + Beginning Volume - Ending Volume |
| ------------------------------------------------- |
| 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 -1.6182 -0.5364 0.0171 0.0604 0.0000 -1.5578 301.6710 0
N53 -0.8831 -0.1393 0.0093 0.0647 0.0000 -0.8184 634.0483 0
N52 1.7224 0.2289 0.0182 0.0362 0.0000 1.7586 752.4142 0
N38 -6.7932 -0.2860 0.0716 0.1376 0.0000 -6.6556 2375.4558 0
N51B -0.6591 -0.1280 0.0070 0.0687 0.0000 -0.5904 514.7368 0
N48 -0.6249 -0.1222 0.0066 0.0738 0.0000 -0.5511 511.3201 0
N50B 0.2324 0.1515 0.0025 1.0035 0.0000 1.2360 152.8995 0
N49B -0.2952 -0.0845 0.0031 0.0097 0.0000 -0.2854 349.4136 0
N47 0.2637 0.0487 0.0028 0.0201 0.0000 0.2838 541.6527 0
N46 -3.1953 -0.4764 0.0337 0.0562 0.0000 -3.1391 670.6718 0
N45 14.8310 0.9009 0.1564 0.2156 0.0000 15.0466 1646.1270 0
N43 -0.0933 -0.0316 0.0010 0.0147 0.0000 -0.0786 294.9874 0
N42 -0.3587 -0.0634 0.0038 0.0267 0.0000 -0.3319 565.9278 0
N41 1.4799 0.2620 0.0156 0.0234 0.0000 1.5033 564.8525 0
N44 -3.2218 -0.8163 0.0340 0.0150 0.0000 -3.2068 394.6680 0
N40 -10.4381 -0.9987 0.1101 0.0712 0.0000 -10.3669 1045.0888 0
N39 0.0750 0.0366 0.0008 0.0112 0.0000 0.0862 204.7392 0
N37 -3.6065 -1.1393 0.0380 0.0186 0.0000 -3.5879 316.5508 0
N36 18.0530 0.4802 0.1904 0.0532 0.0000 18.1062 3759.6748 0
N35 4.2551 0.1109 0.0449 0.7126 0.0000 4.9677 3837.2193 0
N34 -17.4882 -0.7245 0.1844 1.4768 0.0000 -16.0114 2413.1522 0
N33 -1.6752 -0.1167 0.0177 0.1542 0.0000 -1.5210 1435.3143 0
N31 -10.3539 -2.1648 0.1092 0.0808 0.0000 -10.2731 478.2497 0
N30 -15.4685 -0.6018 0.1631 0.2996 0.0000 -15.1689 2570.2406 0
N29 3.5864 0.2075 0.0378 0.4524 0.0000 4.0387 1727.8164 0
N28 -1.5289 -0.2829 0.0161 0.0264 0.0000 -1.5026 540.3771 0
N27 -0.4482 -0.0299 0.0047 0.8065 0.0000 0.3584 1497.9538 0
N26 -13.9371 -1.6953 0.1470 1.0699 0.0000 -12.8672 821.5606 0
N25 4.5994 0.6003 0.0485 0.0741 0.0000 4.6734 766.1107 0
N24 -5.3047 -0.2239 0.0559 0.2475 0.0000 -5.0572 2369.1697 0
N23 -3.6295 -0.4288 0.0383 0.0657 0.0000 -3.5638 846.4975 0
N22 6.7773 0.0918 0.0715 1.1317 0.0000 7.9089 7382.5406 0
N21 1.1991 0.2555 0.0126 1.0126 0.0000 2.2116 468.8581 0
N20 -3.1989 -0.2176 0.0337 0.0572 0.0000 -3.1417 1470.3757 0
N19 -8.0198 -0.3019 0.0846 0.3404 0.0000 -7.6794 2656.6041 0
N18 59.1782 1.7734 0.6242 0.3918 0.0000 59.5701 3336.7768 0
N17 -10.7268 -0.0947 0.1131 0.4680 0.0000 -10.2589 11320.9917 0
N16 -1.8436 -0.0235 0.0194 0.4580 0.0000 -1.3856 7857.4280 0
N15 -0.4465 -0.0075 0.0047 1.3800 0.0000 0.9335 5974.8995 0
N14B -11.0193 -0.2395 0.1162 0.0147 0.0000 -11.0046 4600.6290 0
N14A -3.7747 -0.0522 0.0398 0.1191 0.0500 -3.7056 7225.5802 0
N13 -7.4065 -0.1024 0.0781 0.0296 0.0000 -7.3768 7235.5351 0
N12 76.1563 1.0471 0.8032 0.1016 0.0000 76.2580 7272.7819 0
N11 75.7643 0.8898 0.7991 0.5281 0.0000 76.2924 8514.6105 0
N10 -0.2388 -0.0493 0.0025 0.0198 0.0000 -0.2190 483.9766 0
N9 0.6535 0.1352 0.0069 0.0446 0.0000 0.6981 483.4021 0
N8 4.4301 0.5357 0.0467 0.0942 0.0000 4.5242 826.8507 0
N7 -0.7226 -0.1647 0.0076 0.0210 0.0000 -0.7016 438.6674 0
N6 6.5598 0.3597 0.0692 0.1000 0.0000 6.6598 1823.7163 0
N5 -0.7554 -0.1616 0.0080 0.0518 0.0000 -0.7036 467.3227 0
N4 -2.4229 -0.0644 0.0256 0.2258 0.0000 -2.1971 3763.3224 0
N3 -19.4090 -0.1588 0.2047 0.8953 0.0000 -18.5137 12220.8858 0
N2 -0.2566 -0.0014 0.0027 1.7139 0.0000 1.4573 18675.8996 0
N1 -0.5551 -0.0030 0.0059 0.2908 0.0000 -0.2644 18675.6569 0
N50 0.6509 2.4665 0.0069 0.0003 0.0000 0.6512 26.3910 0
N49 3.5273 2.7188 0.0372 0.0003 0.0000 3.5275 129.7365 0
N51 4.5905 2.1243 0.0484 0.0003 0.0000 4.5908 216.0897 0
The total continuity error was 116.17 cubic meters
The remaining total volume was 16.938 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 150.1110 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N53 0.0000 0.0000 165.0758 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N52 0.0000 0.0000 59.7094 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N38 0.0000 0.0000 179.1025 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N51B 0.0000 0.0000 108.0507 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N50B 0.0000 0.0000 77.0906 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N49B 0.0000 0.0000 112.3122 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N47 0.0000 0.0000 258.1561 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N45 0.0000 0.0000 237.8593 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N43 0.0000 0.0000 147.4730 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N42 0.0000 0.0000 135.2138 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N44 0.0000 0.0000 197.4681 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N40 0.0000 0.0000 38.4972 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N39 0.0000 0.0000 102.4255 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N37 0.0000 0.0000 156.5062 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N36 0.0000 0.0000 195.5114 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N35 0.0000 0.0000 50.6455 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N31 0.0000 0.0000 234.0448 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N30 0.0000 0.0000 171.4379 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N29 0.0000 0.0000 448.8948 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N28 0.0000 0.0000 269.4486 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N27 0.0000 0.0000 478.2119 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N26 0.0000 0.0000 40.9796 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N23 0.0000 0.0000 421.5681 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N22 0.0000 0.0000 151.0358 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N21 0.0000 0.0000 235.5299 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N20 0.0000 0.0000 733.7626 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N19 0.0000 0.0000 587.7981 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N18 0.0000 0.0000 366.1964 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N17 0.0000 0.0000 96.8684 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N11 0.0000 0.0000 563.9323 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N10 0.0000 0.0000 241.9139 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N8 0.0000 0.0000 227.5746 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N7 0.0000 0.0000 219.0102 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N6 0.0000 0.0000 695.6140 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N5 0.0000 0.0000 233.3524 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N4 0.0000 0.0000 460.8739 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N2 0.0000 0.0000 232.7159 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 9338.9230 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 0.1839 0.0000
N53 0.0000 0.0000 0.0000 1.1302 0.0000
N52 0.0000 0.0000 0.0000 1.1456 0.0000
N38 0.0000 0.0000 0.0000 1.1686 0.0000
N51B 0.0000 0.0000 0.0000 1.2238 0.0000
N48 0.0000 0.0000 0.0000 1.0105 0.0000
N50B 0.0000 0.0000 0.0000 1.2106 0.0000
N49B 0.0000 0.0000 0.0000 1.2215 0.0000
N47 0.0000 0.0000 0.0000 1.0582 0.0000
N46 0.0000 0.0000 0.0000 1.0830 0.0000
N45 0.0000 0.0000 0.0000 1.1247 0.0000
N43 0.0000 0.0000 0.0000 0.0867 0.0000
N42 0.0000 0.0000 0.0000 0.1162 0.0000
N41 0.0000 0.0000 0.0000 1.0808 0.0000
N44 0.0000 0.0000 0.0000 0.1001 0.0000
N40 0.0000 0.0000 0.0000 1.1105 0.0000
N39 0.0000 0.0000 0.0000 1.0314 0.0000
N37 0.0000 0.0000 0.0000 0.0759 0.0000
N36 0.0000 0.0000 0.0000 1.4005 0.0000
N35 0.0000 0.0000 0.0000 1.3211 0.0000
N34 0.0000 0.0000 0.0000 0.5780 0.0000
N33 35.6458 0.0000 0.0000 2.0506 0.0000
N31 0.0000 0.0000 0.0000 0.0280 0.0000
N30 0.0000 0.0000 0.0000 1.6812 0.0000
N29 0.0000 0.0000 0.0000 0.1679 0.0000
N28 0.0000 0.0000 0.0000 0.0902 0.0000
N27 0.0000 0.0000 0.0000 1.4031 0.0000
N26 0.0000 0.0000 0.0000 0.2558 0.0000
N25 22.1667 0.0000 0.0000 0.8724 0.0000
N24 27.7722 0.0000 0.0000 1.6498 0.0000
N23 0.0000 0.0000 0.0000 0.1337 0.0000
N22 0.0000 0.0000 0.0000 1.8381 0.0000
N21 0.0000 0.0000 0.0000 1.2556 0.0000
N20 0.0000 0.0000 0.0000 1.0407 0.0000
N19 0.0000 0.0000 0.0000 1.6062 0.0000
N18 0.0000 0.0000 0.0000 1.3758 0.0000
N17 0.0000 0.0000 0.0000 1.5056 0.0000
N16 29.8333 0.0000 0.0000 1.9209 0.0000
N15 30.1389 0.0000 0.0000 1.3415 0.0000
N14B 0.0000 0.0000 0.0000 1.3338 0.0000
N14A 0.0000 0.0000 0.0000 1.3582 0.0000
N13 0.0000 0.0000 0.0000 0.8787 0.0000
N12 0.0000 0.0000 0.0000 0.9356 0.0000
N11 0.0000 0.0000 0.0000 1.0625 0.0000
N10 0.0000 0.0000 0.0000 1.0262 0.0000
N9 0.0000 0.0000 0.0000 1.0342 0.0000
N8 0.0000 0.0000 0.0000 1.0574 0.0000
N7 0.0000 0.0000 0.0000 1.0418 0.0000
N6 0.0000 0.0000 0.0000 1.0830 0.0000
N5 0.0000 0.0000 0.0000 1.0347 0.0000
N4 0.0000 0.0000 0.0000 1.1889 0.0000
N3 0.0000 0.0000 0.0000 0.9648 0.0000
N2 0.0000 0.0000 0.0000 0.9799 0.0000
N1 0.0000 0.0000 0.0000 0.9817 0.0000
N50 0.0000 0.0000 0.0000 0.0136 0.0000
N49 0.0000 0.0000 0.0000 0.0286 0.0000
N51 0.0000 0.0000 0.0000 0.0274 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 0.042 percent
The Junction with the largest average change was.N16 with 0.114 percent
The Conduit with the largest sinuosity was.......2217u with 5.129
*===================================================================*
| 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 150.1001 0.0208
N53 165.0647 0.0229
N52 59.7074 0.0083
N38 179.0893 0.0249
N51B 108.0474 0.0150
N50B 77.0891 0.0107
N49B 112.3090 0.0156
N47 258.1384 0.0359
N45 237.8438 0.0330
N43 147.4633 0.0205
N42 135.2094 0.0188
N44 197.4589 0.0274
N40 38.4963 0.0053
N39 102.4214 0.0142
N37 156.4992 0.0217
N36 195.5023 0.0272
N35 50.6449 0.0070
N31 234.0345 0.0325
N30 171.4317 0.0238
N29 448.8705 0.0623
N28 269.4360 0.0374
N27 478.1817 0.0664
N26 40.9764 0.0057
N23 421.5588 0.0585
N22 151.0261 0.0210
N21 235.5202 0.0327
N20 733.6861 0.1019
N19 587.7572 0.0816
N18 366.1663 0.0509
N17 96.8624 0.0135
N11 563.8841 0.0783
N10 241.9003 0.0336
N8 227.5607 0.0316
N7 218.9967 0.0304
N6 695.5560 0.0966
N5 233.3388 0.0324
N4 460.8453 0.0640
N2 232.6970 0.0323
N1 -9338.9230 -1.2971
Outflow Outflow Average
Junction Volume m^3 Outflow, cms
--------------- ------------ ------------
N1 9338.9230 1.2971
*=====================================================*
| Initial system volume = 0.0500 Cu M |
| Total system inflow volume = 9481.9722 Cu M |
| Inflow + Initial volume = 9482.0222 Cu M |
*=====================================================*
| Total system outflow = 9338.9230 Cu M |
| Volume left in system = 16.9377 Cu M |
| Evaporation = 0.0000 Cu M |
| Outflow + Final Volume = 9355.8607 Cu M |
*=====================================================*
*===============================================*
| Total Model Continuity Error |
| Error in Continuity, Percent = 1.2251 |
| Error in Continuity, m^3 = 116.168 |
| + Error means a continuity loss, - a gain |
*===============================================*
###################################################
# Table E22. Numerical Model judgement section #
###################################################
Your overall error was 1.2251 percent
Worst nodal error was in node N12 with 1.0471 percent
Of the total inflow this loss was 0.8032 percent
Your overall continuity error was Great
Excellent Efficiency
Efficiency of the simulation 1.79
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\d100y25m.out
*==============================================================*
| SWMM Simulation Date and Time Summary |
*==============================================================*
| Starting Date... October 9, 2017 Time... 20:43: 2:31 |
| Ending Date... October 9, 2017 Time... 20:43:13:26 |
| Elapsed Time... 0.18250 minutes or 10.95000 seconds |
*==============================================================*
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