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d2y1p5.out
From the archive XPXtrm.zip, inside Further information re: stormwater modelling - REC17/0011. File date in the archive: 2017-10-09 21:02.
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 0.4201 0.2020 0.0062 0.2084 0.0000 0.6285 207.8923 0
N53 -0.6829 -0.1561 0.0101 0.2393 0.0000 -0.4436 437.3612 0
N52 -0.9212 -0.1757 0.0137 0.1143 0.0000 -0.8069 524.1041 0
N38 0.1877 0.0112 0.0028 0.4476 0.0000 0.6353 1671.1894 0
N51B -0.5154 -0.0842 0.0076 0.2150 0.0000 -0.3005 612.2807 0
N48 -0.9077 -0.1095 0.0135 0.2200 0.0000 -0.6877 829.0210 0
N50B 0.2373 0.2130 0.0035 1.0131 0.0000 1.2504 110.9006 0
N49B -0.2968 -0.1096 0.0044 0.0338 0.0000 -0.2631 270.7967 0
N47 -0.0216 -0.0060 0.0003 0.0504 0.0000 0.0289 362.3764 0
N46 -0.7204 -0.1982 0.0107 0.1537 0.0000 -0.5667 363.4422 0
N45 0.4104 0.0269 0.0061 0.5657 0.0000 0.9761 1526.8667 0
N43 -0.0388 -0.0189 0.0006 0.0394 0.0000 0.0006 205.2242 0
N42 -0.3075 -0.0769 0.0046 0.0768 0.0000 -0.2306 399.7103 0
N41 -0.0567 -0.0142 0.0008 0.0813 0.0000 0.0246 399.9316 0
N44 0.0786 0.0279 0.0012 0.0497 0.0000 0.1283 282.0448 0
N40 -3.1306 -0.4228 0.0465 0.2320 0.0000 -2.8986 740.3216 0
N39 -1.1652 -0.7875 0.0173 0.0359 0.0000 -1.1294 147.9406 0
N37 0.6510 0.2908 0.0097 0.0694 0.0000 0.7204 223.8223 0
N36 4.2377 0.2475 0.0629 0.1891 0.0000 4.4268 1711.9785 0
N35 -0.4029 -0.0226 0.0060 0.1240 0.0000 -0.2789 1780.0372 0
N34 -0.0003 0.0000 0.0000 0.0003 0.0000 0.0000 0.0000 0
N33 -1.0907 -0.0612 0.0162 0.4153 0.0000 -0.6754 1780.8561 0
N31 -0.4008 -0.1193 0.0059 0.2940 0.0000 -0.1068 335.8887 0
N30 -0.3734 -0.0292 0.0055 0.7253 0.0000 0.3519 1279.8178 0
N29 -2.7370 -0.3935 0.0406 0.6915 0.0000 -2.0455 695.2080 0
N28 -0.5092 -0.1318 0.0076 0.0952 0.0000 -0.4140 386.3414 0
N27 -1.5952 -0.1491 0.0237 1.0003 0.0000 -0.5949 1069.6929 0
N26 2.5816 4.5798 0.0383 1.2418 0.0000 3.8235 55.7495 0
N25 0.4026 0.0377 0.0060 0.2332 0.0000 0.6358 1067.8728 0
N24 -2.9856 -0.1271 0.0443 0.6106 0.0000 -2.3750 2348.9717 0
N23 -3.1812 -0.5232 0.0472 0.3197 0.0000 -2.8615 607.8200 0
N22 -2.2497 -0.0454 0.0334 1.4237 0.0000 -0.8259 4954.0000 0
N21 0.1763 0.0523 0.0026 1.0443 0.0000 1.2206 336.2811 0
N20 -0.1736 -0.0167 0.0026 0.1303 0.0000 -0.0433 1041.2631 0
N19 -1.5945 -0.0850 0.0237 0.8718 0.0000 -0.7227 1874.3959 0
N18 -2.2155 -0.0927 0.0329 0.9980 0.0000 -1.2175 2388.9309 0
N17 -2.9237 -0.0374 0.0434 1.2000 0.0000 -1.7237 7816.8271 0
N16 -3.8110 -0.0487 0.0566 1.2791 0.0000 -2.5319 7817.8622 0
N15 -2.8986 -0.0369 0.0430 3.4489 0.0000 0.5504 7848.8918 0
N14B -0.9559 -0.4583 0.0142 0.0159 0.0000 -0.9400 208.5425 0
N14A -1.0979 -0.0707 0.0163 0.1268 0.0500 -1.0211 1552.6709 0
N13 -2.9871 -0.1920 0.0443 0.0341 0.0000 -2.9530 1556.0676 0
N12 -13.0616 -0.8312 0.1938 0.1867 0.0000 -12.8749 1571.4053 0
N11 0.1940 0.0082 0.0029 1.4508 0.0000 1.6448 2364.3546 0
N10 -0.1644 -0.0472 0.0024 0.0620 0.0000 -0.1023 347.9620 0
N9 -0.3641 -0.1045 0.0054 0.1411 0.0000 -0.2230 348.2563 0
N8 -0.7046 -0.1042 0.0105 0.2396 0.0000 -0.4650 676.0535 0
N7 -0.2006 -0.0637 0.0030 0.0597 0.0000 -0.1410 314.8587 0
N6 -0.7505 -0.0573 0.0111 0.2316 0.0000 -0.5189 1310.2371 0
N5 -0.1099 -0.0327 0.0016 0.1140 0.0000 0.0041 335.5991 0
N4 -1.8597 -0.0623 0.0276 0.5211 0.0000 -1.3387 2986.6667 0
N3 -6.9569 -0.1299 0.1032 2.7734 0.0000 -4.1835 5353.8413 0
N2 -3.0667 -0.0227 0.0455 4.5120 0.0000 1.4453 13527.5601 0
N1 -1.2740 -0.0094 0.0189 0.7966 0.0000 -0.4774 13527.1752 0
N50 -0.0003 0.0000 0.0000 0.0003 0.0000 0.0000 0.0000 0
N49 -0.0282 -5.2145 0.0004 0.0003 0.0000 -0.0280 0.5413 0
N51 -0.5120 -0.9277 0.0076 0.0003 0.0000 -0.5117 55.1876 0
The total continuity error was -62.425 cubic meters
The remaining total volume was 31.448 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 104.2550 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N53 0.0000 0.0000 114.8131 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N52 0.0000 0.0000 42.7268 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N38 0.0000 0.0000 127.3462 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N51B 0.0000 0.0000 77.3611 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N50B 0.0000 0.0000 56.0794 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N49B 0.0000 0.0000 80.4526 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N47 0.0000 0.0000 181.1957 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N45 0.0000 0.0000 167.1547 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N43 0.0000 0.0000 102.6046 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N42 0.0000 0.0000 97.1081 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N44 0.0000 0.0000 141.0827 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N40 0.0000 0.0000 27.8313 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N39 0.0000 0.0000 73.4141 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N37 0.0000 0.0000 112.2586 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N36 0.0000 0.0000 139.9709 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N35 0.0000 0.0000 36.6484 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N31 0.0000 0.0000 167.8576 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N30 0.0000 0.0000 122.9156 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N29 0.0000 0.0000 320.6324 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N28 0.0000 0.0000 192.9456 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N27 0.0000 0.0000 341.1731 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N26 0.0000 0.0000 28.9234 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N23 0.0000 0.0000 302.5043 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N22 0.0000 0.0000 105.1175 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N21 0.0000 0.0000 168.7124 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N20 0.0000 0.0000 520.6382 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N19 0.0000 0.0000 416.2015 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N18 0.0000 0.0000 256.2973 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N17 0.0000 0.0000 68.2858 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N11 0.0000 0.0000 391.0602 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N10 0.0000 0.0000 173.9341 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N8 0.0000 0.0000 163.5725 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N7 0.0000 0.0000 157.3598 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N6 0.0000 0.0000 497.4262 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N5 0.0000 0.0000 167.8049 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N4 0.0000 0.0000 331.4299 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N2 0.0000 0.0000 161.7416 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 6764.1051 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 0.1158 0.0000
N53 0.0000 0.0000 0.0000 1.0511 0.0000
N52 0.0000 0.0000 0.0000 1.0434 0.0000
N38 0.0000 0.0000 0.0000 1.0267 0.0000
N51B 0.0000 0.0000 0.0000 1.2141 0.0000
N48 0.0000 0.0000 0.0000 1.0070 0.0000
N50B 0.0000 0.0000 0.0000 1.1226 0.0000
N49B 0.0000 0.0000 0.0000 1.2047 0.0000
N47 0.0000 0.0000 0.0000 0.1938 0.0000
N46 0.0000 0.0000 0.0000 0.6507 0.0000
N45 0.0000 0.0000 0.0000 1.0611 0.0000
N43 0.0000 0.0000 0.0000 0.0555 0.0000
N42 0.0000 0.0000 0.0000 0.0759 0.0000
N41 0.0000 0.0000 0.0000 0.1738 0.0000
N44 0.0000 0.0000 0.0000 0.0615 0.0000
N40 0.0000 0.0000 0.0000 0.6108 0.0000
N39 0.0000 0.0000 0.0000 1.0138 0.0000
N37 0.0000 0.0000 0.0000 0.0487 0.0000
N36 0.0000 0.0000 0.0000 1.1645 0.0000
N35 0.0000 0.0000 0.0000 0.8698 0.0000
N34 0.0000 0.0000 0.0000 0.0000 0.0000
N33 27.5417 0.0000 0.0000 1.5578 0.0000
N31 0.0000 0.0000 0.0000 0.0152 0.0000
N30 0.0000 0.0000 0.0000 0.4167 0.0000
N29 0.0000 0.0000 0.0000 0.0790 0.0000
N28 0.0000 0.0000 0.0000 0.0587 0.0000
N27 0.0000 0.0000 0.0000 1.3535 0.0000
N26 0.0000 0.0000 0.0000 0.0488 0.0000
N25 3.4167 0.0000 0.0000 0.5874 0.0000
N24 5.6389 0.0000 0.0000 0.9991 0.0000
N23 0.0000 0.0000 0.0000 0.0953 0.0000
N22 0.0000 0.0000 0.0000 1.2787 0.0000
N21 0.0000 0.0000 0.0000 1.0316 0.0000
N20 0.0000 0.0000 0.0000 0.2505 0.0000
N19 0.0000 0.0000 0.0000 0.2784 0.0000
N18 0.0000 0.0000 0.0000 1.0010 0.0000
N17 0.0000 0.0000 0.0000 0.8449 0.0000
N16 17.5278 0.0000 0.0000 1.3802 0.0000
N15 18.8333 0.0000 0.0000 0.9682 0.0000
N14B 0.0000 0.0000 0.0000 1.1176 0.0000
N14A 0.0000 0.0000 0.0000 0.8777 0.0000
N13 0.0000 0.0000 0.0000 0.5125 0.0000
N12 0.0000 0.0000 0.0000 0.5206 0.0000
N11 0.0000 0.0000 0.0000 0.5814 0.0000
N10 0.0000 0.0000 0.0000 0.1744 0.0000
N9 0.0000 0.0000 0.0000 0.2148 0.0000
N8 0.0000 0.0000 0.0000 0.4406 0.0000
N7 0.0000 0.0000 0.0000 0.6626 0.0000
N6 0.0000 0.0000 0.0000 0.8027 0.0000
N5 0.0000 0.0000 0.0000 0.1684 0.0000
N4 0.0000 0.0000 0.0000 0.5256 0.0000
N3 0.0000 0.0000 0.0000 0.5364 0.0000
N2 0.0000 0.0000 0.0000 0.5514 0.0000
N1 0.0000 0.0000 0.0000 0.5510 0.0000
N50 0.0000 0.0000 0.0000 0.0000 0.0000
N49 0.0000 0.0000 0.0000 0.0028 0.0000
N51 0.0000 0.0000 0.0000 0.0141 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 0.022 percent
The Junction with the largest average change was.N33 with 0.118 percent
The Conduit with the largest sinuosity was.......5148u with 5.105
*===================================================================*
| 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 104.2590 0.0145
N53 114.8189 0.0159
N52 42.7322 0.0059
N38 127.3503 0.0177
N51B 77.3716 0.0107
N50B 56.0879 0.0078
N49B 80.4641 0.0112
N47 181.2050 0.0252
N45 167.1647 0.0232
N43 102.6100 0.0143
N42 97.1201 0.0135
N44 141.0962 0.0196
N40 27.8353 0.0039
N39 73.4221 0.0102
N37 112.2695 0.0156
N36 139.9842 0.0194
N35 36.6547 0.0051
N31 167.8741 0.0233
N30 122.9301 0.0171
N29 320.6555 0.0445
N28 192.9639 0.0268
N27 341.1915 0.0474
N26 28.9241 0.0040
N23 302.5467 0.0420
N22 105.1235 0.0146
N21 168.7291 0.0234
N20 520.6262 0.0723
N19 416.2185 0.0578
N18 256.3026 0.0356
N17 68.2903 0.0095
N11 391.0660 0.0543
N10 173.9459 0.0242
N8 163.5822 0.0227
N7 157.3688 0.0219
N6 497.4332 0.0691
N5 167.8157 0.0233
N4 331.4488 0.0460
N2 161.7454 0.0225
N1 -6764.1051 -0.9395
Outflow Outflow Average
Junction Volume m^3 Outflow, cms
--------------- ------------ ------------
N1 6764.1051 0.9395
*=====================================================*
| Initial system volume = 0.0500 Cu M |
| Total system inflow volume = 6738.8372 Cu M |
| Inflow + Initial volume = 6738.8872 Cu M |
*=====================================================*
| Total system outflow = 6764.1051 Cu M |
| Volume left in system = 31.4484 Cu M |
| Evaporation = 0.0000 Cu M |
| Outflow + Final Volume = 6795.5534 Cu M |
*=====================================================*
*===============================================*
| Total Model Continuity Error |
| Error in Continuity, Percent = -0.8409 |
| Error in Continuity, m^3 = -56.666 |
| + Error means a continuity loss, - a gain |
*===============================================*
###################################################
# Table E22. Numerical Model judgement section #
###################################################
Your overall error was -0.8409 percent
Worst nodal error was in node N12 with -0.8312 percent
Of the total inflow this loss was 0.1938 percent
Your overall continuity error was Excellent
Excellent Efficiency
Efficiency of the simulation 1.40
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\d2y1p5.out
*==============================================================*
| SWMM Simulation Date and Time Summary |
*==============================================================*
| Starting Date... October 9, 2017 Time... 21: 2:33:28 |
| Ending Date... October 9, 2017 Time... 21: 2:43:57 |
| Elapsed Time... 0.17150 minutes or 10.29000 seconds |
*==============================================================*
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