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d20y25m.out
From the archive XPXtrm.zip, inside Further information re: stormwater modelling - REC17/0011. File date in the archive: 2017-10-09 20:53.
Natural
0302u N3 N2 1.1000 1.0500 1.9631 1.9112 Rectangle
14b14ao N14B N14A 2.9900 2.5000 3.1073 2.8334 Natural
14b14au N14B N14A 1.8000 1.6000 3.1073 2.8334 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 -1.3685 -0.5955 0.0189 0.0585 0.0000 -1.3100 229.7680 0
N53 -0.6318 -0.1308 0.0087 0.0624 0.0000 -0.5694 482.9479 0
N52 1.6286 0.2842 0.0225 0.0352 0.0000 1.6638 573.0010 0
N38 -7.6912 -0.4229 0.1064 0.1337 0.0000 -7.5576 1818.6066 0
N51B -0.5738 -0.1303 0.0079 0.0665 0.0000 -0.5073 440.4150 0
N48 -1.5885 -0.3402 0.0220 0.0716 0.0000 -1.5169 466.8490 0
N50B 0.1679 0.1433 0.0023 1.0035 0.0000 1.1714 116.6566 0
N49B -0.3554 -0.1290 0.0049 0.0095 0.0000 -0.3459 275.4441 0
N47 -0.1758 -0.0434 0.0024 0.0195 0.0000 -0.1563 405.1488 0
N46 -2.6925 -0.5476 0.0372 0.0544 0.0000 -2.6381 491.6340 0
N45 17.5073 1.3392 0.2422 0.2089 0.0000 17.7162 1307.1764 0
N43 -0.1044 -0.0465 0.0014 0.0144 0.0000 -0.0900 224.6440 0
N42 -0.3817 -0.0884 0.0053 0.0261 0.0000 -0.3556 431.6794 0
N41 1.3207 0.3065 0.0183 0.0227 0.0000 1.3434 430.8269 0
N44 -2.3088 -0.7604 0.0319 0.0146 0.0000 -2.2942 303.6422 0
N40 -8.6698 -1.0800 0.1199 0.0694 0.0000 -8.6004 802.7207 0
N39 0.4128 0.2647 0.0057 0.0108 0.0000 0.4236 155.9345 0
N37 -3.0650 -1.2667 0.0424 0.0181 0.0000 -3.0469 241.9635 0
N36 16.9696 0.6776 0.2347 0.0519 0.0000 17.0215 2504.3654 0
N35 4.6707 0.1825 0.0646 0.6631 0.0000 5.3338 2559.0986 0
N34 -16.5082 -1.3252 0.2284 1.3810 0.0000 -15.1272 1245.0689 0
N33 -1.2849 -0.0970 0.0178 0.1488 0.0000 -1.1361 1324.1574 0
N31 -1.7682 -0.4926 0.0245 0.0789 0.0000 -1.6893 358.9370 0
N30 -17.0860 -0.9231 0.2364 0.2890 0.0000 -16.7970 1850.8043 0
N29 2.7726 0.2282 0.0384 0.4337 0.0000 3.2063 1214.8975 0
N28 -1.0030 -0.2432 0.0139 0.0257 0.0000 -0.9773 412.3485 0
N27 -1.5254 -0.1333 0.0211 0.7836 0.0000 -0.7418 1143.6019 0
N26 -12.0422 -2.3032 0.1666 1.0350 0.0000 -11.0072 522.3214 0
N25 4.5447 0.6578 0.0629 0.0722 0.0000 4.6168 690.8410 0
N24 -5.1411 -0.2411 0.0711 0.2379 0.0000 -4.9032 2132.1896 0
N23 1.9220 0.2995 0.0266 0.0644 0.0000 1.9864 641.6693 0
N22 0.0858 0.0015 0.0012 1.0604 0.0000 1.1462 5590.5465 0
N21 0.9834 0.2747 0.0136 1.0123 0.0000 1.9957 357.5466 0
N20 1.4632 0.1312 0.0202 0.0550 0.0000 1.5182 1115.3119 0
N19 -2.0864 -0.1037 0.0289 0.3293 0.0000 -1.7571 2011.0326 0
N18 29.6987 1.1693 0.4108 0.3771 0.0000 30.0759 2539.7023 0
N17 -2.7476 -0.0319 0.0380 0.4561 0.0000 -2.2915 8604.2833 0
N16 -1.8471 -0.0258 0.0256 0.5073 0.0000 -1.3398 7151.1553 0
N15 -0.6196 -0.0113 0.0086 1.3753 0.0000 0.7557 5505.5780 0
N14B -9.9774 -0.4509 0.1380 0.0149 0.0000 -9.9625 2212.8345 0
N14A 0.8472 0.0186 0.0117 0.1197 0.0500 0.9169 4563.5474 0
N13 -4.6862 -0.1026 0.0648 0.0299 0.0000 -4.6563 4567.9283 0
N12 42.2577 0.9222 0.5846 0.0988 0.0000 42.3566 4582.1949 0
N11 67.2979 1.2290 0.9309 0.5161 0.0000 67.8141 5475.5602 0
N10 -0.4237 -0.1146 0.0059 0.0193 0.0000 -0.4044 369.6790 0
N9 0.2659 0.0719 0.0037 0.0434 0.0000 0.3094 369.6927 0
N8 4.8367 0.7318 0.0669 0.0912 0.0000 4.9279 660.8917 0
N7 -0.4638 -0.1386 0.0064 0.0204 0.0000 -0.4434 334.7111 0
N6 2.2459 0.1612 0.0311 0.0968 0.0000 2.3427 1393.6168 0
N5 -0.2430 -0.0682 0.0034 0.0498 0.0000 -0.1932 356.3717 0
N4 -0.1413 -0.0048 0.0020 0.2179 0.0000 0.0766 2962.1498 0
N3 -17.0093 -0.2028 0.2353 0.8760 0.0000 -16.1333 8386.1243 0
N2 -1.5185 -0.0106 0.0210 1.6667 0.0000 0.1482 14260.3319 0
N1 -0.7028 -0.0049 0.0097 0.2816 0.0000 -0.4211 14260.8579 0
N50 -0.0126 -0.1065 0.0002 0.0003 0.0000 -0.0123 11.8040 0
N49 3.9176 4.4726 0.0542 0.0003 0.0000 3.9179 87.5919 0
N51 4.0747 2.6198 0.0564 0.0003 0.0000 4.0750 155.5354 0
The total continuity error was 81.447 cubic meters
The remaining total volume was 16.481 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 114.2507 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N53 0.0000 0.0000 125.6737 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N52 0.0000 0.0000 45.5779 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N38 0.0000 0.0000 136.5153 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N51B 0.0000 0.0000 82.4860 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N50B 0.0000 0.0000 58.9217 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N49B 0.0000 0.0000 85.7474 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N47 0.0000 0.0000 196.5865 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N45 0.0000 0.0000 181.1766 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N43 0.0000 0.0000 112.2794 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N42 0.0000 0.0000 103.2312 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N44 0.0000 0.0000 150.6795 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N40 0.0000 0.0000 29.4094 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N39 0.0000 0.0000 78.1831 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N37 0.0000 0.0000 119.4627 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N36 0.0000 0.0000 149.2125 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N35 0.0000 0.0000 38.7000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N31 0.0000 0.0000 178.6505 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N30 0.0000 0.0000 130.8747 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N29 0.0000 0.0000 342.4468 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N28 0.0000 0.0000 205.6470 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N27 0.0000 0.0000 364.7121 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N26 0.0000 0.0000 31.2158 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N23 0.0000 0.0000 321.8684 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N22 0.0000 0.0000 114.9987 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N21 0.0000 0.0000 179.7645 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N20 0.0000 0.0000 558.4816 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N19 0.0000 0.0000 447.8747 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N18 0.0000 0.0000 278.7115 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N17 0.0000 0.0000 73.8200 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N11 0.0000 0.0000 428.8745 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N10 0.0000 0.0000 184.6477 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N8 0.0000 0.0000 173.6828 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N7 0.0000 0.0000 167.1409 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N6 0.0000 0.0000 530.3250 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N5 0.0000 0.0000 178.1098 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N4 0.0000 0.0000 351.7461 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N2 0.0000 0.0000 177.0399 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 7131.1714 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 0.1754 0.0000
N53 0.0000 0.0000 0.0000 1.1155 0.0000
N52 0.0000 0.0000 0.0000 1.1271 0.0000
N38 0.0000 0.0000 0.0000 1.1416 0.0000
N51B 0.0000 0.0000 0.0000 1.2219 0.0000
N48 0.0000 0.0000 0.0000 1.0101 0.0000
N50B 0.0000 0.0000 0.0000 1.2085 0.0000
N49B 0.0000 0.0000 0.0000 1.2194 0.0000
N47 0.0000 0.0000 0.0000 1.0282 0.0000
N46 0.0000 0.0000 0.0000 1.0634 0.0000
N45 0.0000 0.0000 0.0000 1.1113 0.0000
N43 0.0000 0.0000 0.0000 0.0818 0.0000
N42 0.0000 0.0000 0.0000 0.1100 0.0000
N41 0.0000 0.0000 0.0000 1.0653 0.0000
N44 0.0000 0.0000 0.0000 0.0949 0.0000
N40 0.0000 0.0000 0.0000 1.0843 0.0000
N39 0.0000 0.0000 0.0000 1.0280 0.0000
N37 0.0000 0.0000 0.0000 0.0712 0.0000
N36 0.0000 0.0000 0.0000 1.3884 0.0000
N35 0.0000 0.0000 0.0000 1.2972 0.0000
N34 0.0000 0.0000 0.0000 0.4931 0.0000
N33 32.1667 0.0000 0.0000 2.0150 0.0000
N31 0.0000 0.0000 0.0000 0.0255 0.0000
N30 0.0000 0.0000 0.0000 1.6653 0.0000
N29 0.0000 0.0000 0.0000 0.1518 0.0000
N28 0.0000 0.0000 0.0000 0.0851 0.0000
N27 0.0000 0.0000 0.0000 1.3838 0.0000
N26 0.0000 0.0000 0.0000 0.2339 0.0000
N25 17.4333 0.0000 0.0000 0.8378 0.0000
N24 24.2111 0.0000 0.0000 1.6157 0.0000
N23 0.0000 0.0000 0.0000 0.1265 0.0000
N22 0.0000 0.0000 0.0000 1.7949 0.0000
N21 0.0000 0.0000 0.0000 1.1874 0.0000
N20 0.0000 0.0000 0.0000 1.0322 0.0000
N19 0.0000 0.0000 0.0000 1.5704 0.0000
N18 0.0000 0.0000 0.0000 1.3328 0.0000
N17 0.0000 0.0000 0.0000 1.4374 0.0000
N16 25.8889 0.0000 0.0000 1.8639 0.0000
N15 25.9444 0.0000 0.0000 1.2679 0.0000
N14B 0.0000 0.0000 0.0000 1.3073 0.0000
N14A 0.0000 0.0000 0.0000 1.2334 0.0000
N13 0.0000 0.0000 0.0000 0.8005 0.0000
N12 0.0000 0.0000 0.0000 0.7891 0.0000
N11 0.0000 0.0000 0.0000 0.9485 0.0000
N10 0.0000 0.0000 0.0000 1.0178 0.0000
N9 0.0000 0.0000 0.0000 1.0266 0.0000
N8 0.0000 0.0000 0.0000 1.0505 0.0000
N7 0.0000 0.0000 0.0000 1.0357 0.0000
N6 0.0000 0.0000 0.0000 1.0708 0.0000
N5 0.0000 0.0000 0.0000 1.0281 0.0000
N4 0.0000 0.0000 0.0000 1.1663 0.0000
N3 0.0000 0.0000 0.0000 0.8631 0.0000
N2 0.0000 0.0000 0.0000 0.8612 0.0000
N1 0.0000 0.0000 0.0000 0.8613 0.0000
N50 0.0000 0.0000 0.0000 0.0103 0.0000
N49 0.0000 0.0000 0.0000 0.0258 0.0000
N51 0.0000 0.0000 0.0000 0.0252 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 0.037 percent
The Junction with the largest average change was.N16 with 0.117 percent
The Conduit with the largest sinuosity was.......2217u with 5.070
*===================================================================*
| 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 114.2538 0.0159
N53 125.6791 0.0175
N52 45.5829 0.0063
N38 136.5176 0.0190
N51B 82.4956 0.0115
N50B 58.9297 0.0082
N49B 85.7577 0.0119
N47 196.5917 0.0273
N45 181.1829 0.0252
N43 112.2845 0.0156
N42 103.2430 0.0143
N44 150.6924 0.0209
N40 29.4132 0.0041
N39 78.1907 0.0109
N37 119.4732 0.0166
N36 149.2253 0.0207
N35 38.7058 0.0054
N31 178.6665 0.0248
N30 130.8886 0.0182
N29 342.4692 0.0476
N28 205.6646 0.0286
N27 364.7286 0.0507
N26 31.2160 0.0043
N23 321.9099 0.0447
N22 115.0044 0.0160
N21 179.7817 0.0250
N20 558.4530 0.0776
N19 447.8869 0.0622
N18 278.7108 0.0387
N17 73.8236 0.0103
N11 428.8697 0.0596
N10 184.6596 0.0256
N8 173.6922 0.0241
N7 167.1495 0.0232
N6 530.3243 0.0737
N5 178.1205 0.0247
N4 351.7643 0.0489
N2 177.0396 0.0246
N1 -7131.1714 -0.9904
Outflow Outflow Average
Junction Volume m^3 Outflow, cms
--------------- ------------ ------------
N1 7131.1714 0.9904
*=====================================================*
| Initial system volume = 0.0500 Cu M |
| Total system inflow volume = 7228.7266 Cu M |
| Inflow + Initial volume = 7228.7766 Cu M |
*=====================================================*
| Total system outflow = 7131.1714 Cu M |
| Volume left in system = 16.4815 Cu M |
| Evaporation = 0.0000 Cu M |
| Outflow + Final Volume = 7147.6529 Cu M |
*=====================================================*
*===============================================*
| Total Model Continuity Error |
| Error in Continuity, Percent = 1.1222 |
| Error in Continuity, m^3 = 81.124 |
| + Error means a continuity loss, - a gain |
*===============================================*
###################################################
# Table E22. Numerical Model judgement section #
###################################################
Your overall error was 1.1222 percent
Worst nodal error was in node N11 with 1.2291 percent
Of the total inflow this loss was 0.9310 percent
Your overall continuity error was Great
Excellent Efficiency
Efficiency of the simulation 1.76
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\d20y25m.out
*==============================================================*
| SWMM Simulation Date and Time Summary |
*==============================================================*
| Starting Date... October 9, 2017 Time... 20:52:49:82 |
| Ending Date... October 9, 2017 Time... 20:53: 0:20 |
| Elapsed Time... 0.17300 minutes or 10.38000 seconds |
*==============================================================*
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