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d100y1p5.out
From the archive XPXtrm.zip, inside Further information re: stormwater modelling - REC17/0011. File date in the archive: 2017-10-09 20:40.
Natural
0302u N3 N2 1.1000 1.0500 2.0237 1.9829 Rectangle
14b14ao N14B N14A 2.9900 2.5000 3.1165 2.8767 Natural
14b14au N14B N14A 1.8000 1.6000 3.1165 2.8767 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 -0.1885 -0.0350 0.0011 0.2759 0.0000 0.0874 538.1607 0
N53 -1.7714 -0.1565 0.0104 0.3187 0.0000 -1.4527 1131.5811 0
N52 0.3161 0.0234 0.0018 0.1470 0.0000 0.4631 1348.1908 0
N38 -6.8941 -0.1612 0.0403 0.5694 0.0000 -6.3247 4276.6576 0
N51B -0.5447 -0.0531 0.0032 0.2696 0.0000 -0.2751 1025.0649 0
N48 -0.3563 -0.0302 0.0021 0.2923 0.0000 -0.0640 1178.3527 0
N50B 0.1826 0.0654 0.0011 1.0145 0.0000 1.1971 278.5255 0
N49B -0.6710 -0.0990 0.0039 0.0418 0.0000 -0.6292 678.0691 0
N47 -0.2134 -0.0229 0.0012 0.0661 0.0000 -0.1473 933.9687 0
N46 -3.5869 -0.3383 0.0210 0.2028 0.0000 -3.3840 1060.0614 0
N45 10.3203 0.3343 0.0604 0.7311 0.0000 11.0514 3086.3372 0
N43 -0.1279 -0.0242 0.0007 0.0472 0.0000 -0.0808 529.0700 0
N42 -0.6302 -0.0619 0.0037 0.0925 0.0000 -0.5377 1018.6890 0
N41 -0.4690 -0.0460 0.0027 0.1003 0.0000 -0.3687 1019.6077 0
N44 -1.2614 -0.1766 0.0074 0.0610 0.0000 -1.2004 714.3591 0
N40 -15.9172 -0.8419 0.0931 0.2890 0.0000 -15.6282 1890.4273 0
N39 -0.5040 -0.1360 0.0029 0.0445 0.0000 -0.4594 370.6012 0
N37 -1.4632 -0.2580 0.0086 0.0856 0.0000 -1.3777 567.0471 0
N36 -1.0333 -0.0184 0.0060 0.2432 0.0000 -0.7901 5610.0222 0
N35 -4.0989 -0.0707 0.0240 0.9338 0.0000 -3.1652 5796.7282 0
N34 1.0522 0.0398 0.0062 1.6734 0.0000 2.7257 2640.5220 0
N33 -1.2374 -0.0392 0.0072 0.5540 0.0000 -0.6834 3156.7724 0
N31 2.2363 0.2651 0.0131 0.3663 0.0000 2.6026 843.3315 0
N30 -26.6407 -0.6601 0.1558 0.9499 0.0000 -25.6908 4035.6521 0
N29 -3.2256 -0.1266 0.0189 0.9558 0.0000 -2.2699 2547.7638 0
N28 -1.3475 -0.1382 0.0079 0.1168 0.0000 -1.2306 974.8074 0
N27 -2.3015 -0.0851 0.0135 1.2284 0.0000 -1.0731 2703.1817 0
N26 -7.7930 -0.8473 0.0456 1.5869 0.0000 -6.2061 918.9848 0
N25 1.4973 0.0773 0.0088 0.2998 0.0000 1.7971 1937.0785 0
N24 -2.7824 -0.0524 0.0163 0.8123 0.0000 -1.9701 5311.9806 0
N23 2.3191 0.1525 0.0136 0.4181 0.0000 2.7371 1520.9667 0
N22 -4.1507 -0.0315 0.0243 2.6121 0.0000 -1.5386 13170.0158 0
N21 1.1960 0.1408 0.0070 1.0534 0.0000 2.2494 848.6661 0
N20 -0.7964 -0.0301 0.0047 0.1712 0.0000 -0.6252 2647.1969 0
N19 -6.6638 -0.1397 0.0390 1.1854 0.0000 -5.4784 4770.7169 0
N18 14.3679 0.2364 0.0840 1.3620 0.0000 15.7299 6075.8400 0
N17 -2.5304 -0.0124 0.0148 1.6815 0.0000 -0.8489 20426.2585 0
N16 -2.6378 -0.0153 0.0154 1.7939 0.0000 -0.8440 17235.4622 0
N15 0.3271 0.0025 0.0019 4.5496 0.0000 4.8768 13032.0035 0
N14B -8.4228 -0.1706 0.0493 0.0161 0.0000 -8.4067 4937.4944 0
N14A -0.4142 -0.0038 0.0024 0.1303 0.0500 -0.3339 10872.9419 0
N13 -7.2606 -0.0667 0.0425 0.0453 0.0000 -7.2153 10879.6530 0
N12 35.0399 0.3216 0.2049 0.3480 0.0000 35.3879 10895.4436 0
N11 47.5474 0.3643 0.2781 2.1019 0.0000 49.6492 13052.3637 0
N10 -0.1468 -0.0168 0.0009 0.0771 0.0000 -0.0697 874.8704 0
N9 -1.6496 -0.1882 0.0096 0.1785 0.0000 -1.4711 876.3189 0
N8 -2.2196 -0.1339 0.0130 0.3021 0.0000 -1.9175 1657.6043 0
N7 -0.7398 -0.0933 0.0043 0.0754 0.0000 -0.6644 792.5290 0
N6 -0.1993 -0.0060 0.0012 0.2935 0.0000 0.0942 3305.8458 0
N5 -1.4098 -0.1668 0.0082 0.1418 0.0000 -1.2680 845.1412 0
N4 -0.5278 -0.0073 0.0031 0.6752 0.0000 0.1474 7256.2567 0
N3 -24.1093 -0.1189 0.1410 3.7657 0.0000 -20.3437 20276.8798 0
N2 -4.0758 -0.0119 0.0238 5.9032 0.0000 1.8275 34155.7681 0
N1 -2.0859 -0.0061 0.0122 1.0299 0.0000 -1.0560 34155.1775 0
N50 0.1451 2.5864 0.0008 0.0003 0.0000 0.1454 5.6087 0
N49 4.3163 3.4001 0.0252 0.0003 0.0000 4.3166 126.9472 0
N51 1.7187 0.4379 0.0101 0.0003 0.0000 1.7190 392.4383 0
The total continuity error was -32.518 cubic meters
The remaining total volume was 44.282 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 269.1344 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N53 0.0000 0.0000 296.0542 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N52 0.0000 0.0000 107.8811 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N38 0.0000 0.0000 323.0278 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N51B 0.0000 0.0000 195.2689 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N50B 0.0000 0.0000 139.8809 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N49B 0.0000 0.0000 203.0221 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N47 0.0000 0.0000 464.2061 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N45 0.0000 0.0000 427.8572 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N43 0.0000 0.0000 264.5022 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N42 0.0000 0.0000 244.4926 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N44 0.0000 0.0000 356.5965 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N40 0.0000 0.0000 69.7303 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N39 0.0000 0.0000 185.0891 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N37 0.0000 0.0000 282.8501 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N36 0.0000 0.0000 353.1898 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N35 0.0000 0.0000 91.7597 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N31 0.0000 0.0000 422.9797 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N30 0.0000 0.0000 309.8502 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N29 0.0000 0.0000 810.3365 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N28 0.0000 0.0000 486.8026 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N27 0.0000 0.0000 863.0731 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N26 0.0000 0.0000 73.7714 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N23 0.0000 0.0000 761.9200 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N22 0.0000 0.0000 270.9101 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N21 0.0000 0.0000 425.4398 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N20 0.0000 0.0000 1323.4090 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N19 0.0000 0.0000 1058.9266 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N18 0.0000 0.0000 658.0130 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N17 0.0000 0.0000 174.3668 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N11 0.0000 0.0000 1011.1325 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N10 0.0000 0.0000 437.4248 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N8 0.0000 0.0000 411.4811 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N7 0.0000 0.0000 395.9634 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N6 0.0000 0.0000 1256.4650 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N5 0.0000 0.0000 421.9677 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N4 0.0000 0.0000 833.4295 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N2 0.0000 0.0000 417.4691 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 17078.6248 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 0.1631 0.0000
N53 0.0000 0.0000 0.0000 1.1026 0.0000
N52 0.0000 0.0000 0.0000 1.1116 0.0000
N38 0.0000 0.0000 0.0000 1.1385 0.0000
N51B 0.0000 0.0000 0.0000 1.2205 0.0000
N48 0.0000 0.0000 0.0000 1.0100 0.0000
N50B 0.0000 0.0000 0.0000 1.2066 0.0000
N49B 0.0000 0.0000 0.0000 1.2179 0.0000
N47 0.0000 0.0000 0.0000 1.0090 0.0000
N46 0.0000 0.0000 0.0000 1.0551 0.0000
N45 0.0000 0.0000 0.0000 1.1086 0.0000
N43 0.0000 0.0000 0.0000 0.0774 0.0000
N42 0.0000 0.0000 0.0000 0.1045 0.0000
N41 0.0000 0.0000 0.0000 1.0501 0.0000
N44 0.0000 0.0000 0.0000 0.0901 0.0000
N40 0.0000 0.0000 0.0000 1.0849 0.0000
N39 0.0000 0.0000 0.0000 1.0252 0.0000
N37 0.0000 0.0000 0.0000 0.0675 0.0000
N36 0.0000 0.0000 0.0000 1.3840 0.0000
N35 0.0000 0.0000 0.0000 1.2899 0.0000
N34 0.0000 0.0000 0.0000 0.4973 0.0000
N33 76.6111 0.0000 0.0000 2.0189 0.0000
N31 0.0000 0.0000 0.0000 0.0234 0.0000
N30 0.0000 0.0000 0.0000 1.6583 0.0000
N29 0.0000 0.0000 0.0000 0.1403 0.0000
N28 0.0000 0.0000 0.0000 0.0807 0.0000
N27 0.0000 0.0000 0.0000 1.3799 0.0000
N26 0.0000 0.0000 0.0000 0.2151 0.0000
N25 46.8611 0.0000 0.0000 0.8466 0.0000
N24 63.1944 0.0000 0.0000 1.6219 0.0000
N23 0.0000 0.0000 0.0000 0.1201 0.0000
N22 0.0000 0.0000 0.0000 1.8047 0.0000
N21 0.0000 0.0000 0.0000 1.2093 0.0000
N20 0.0000 0.0000 0.0000 1.0280 0.0000
N19 0.0000 0.0000 0.0000 1.5516 0.0000
N18 0.0000 0.0000 0.0000 1.3434 0.0000
N17 0.0000 0.0000 0.0000 1.4594 0.0000
N16 69.2500 0.0000 0.0000 1.8755 0.0000
N15 70.2778 0.0000 0.0000 1.3068 0.0000
N14B 0.0000 0.0000 0.0000 1.3165 0.0000
N14A 0.0000 0.0000 0.0000 1.2767 0.0000
N13 0.0000 0.0000 0.0000 0.8244 0.0000
N12 0.0000 0.0000 0.0000 0.8506 0.0000
N11 0.0000 0.0000 0.0000 1.0015 0.0000
N10 0.0000 0.0000 0.0000 1.0088 0.0000
N9 0.0000 0.0000 0.0000 1.0203 0.0000
N8 0.0000 0.0000 0.0000 1.0447 0.0000
N7 0.0000 0.0000 0.0000 1.0306 0.0000
N6 0.0000 0.0000 0.0000 1.0622 0.0000
N5 0.0000 0.0000 0.0000 1.0221 0.0000
N4 0.0000 0.0000 0.0000 1.1503 0.0000
N3 0.0000 0.0000 0.0000 0.9237 0.0000
N2 0.0000 0.0000 0.0000 0.9329 0.0000
N1 0.0000 0.0000 0.0000 0.9352 0.0000
N50 0.0000 0.0000 0.0000 0.0078 0.0000
N49 0.0000 0.0000 0.0000 0.0236 0.0000
N51 0.0000 0.0000 0.0000 0.0234 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 0.026 percent
The Junction with the largest average change was.N16 with 0.154 percent
The Conduit with the largest sinuosity was.......2217u with 4.923
*===================================================================*
| 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 269.1332 0.0374
N53 296.0550 0.0411
N52 107.8855 0.0150
N38 323.0256 0.0449
N51B 195.2776 0.0271
N50B 139.8884 0.0194
N49B 203.0319 0.0282
N47 464.2069 0.0645
N45 427.8596 0.0594
N43 264.5032 0.0367
N42 244.5022 0.0340
N44 356.6055 0.0495
N40 69.7337 0.0097
N39 185.0948 0.0257
N37 282.8572 0.0393
N36 353.1985 0.0491
N35 91.7653 0.0127
N31 422.9909 0.0587
N30 309.8614 0.0430
N29 810.3472 0.1125
N28 486.8147 0.0676
N27 863.0768 0.1199
N26 73.7705 0.0102
N23 761.9555 0.1058
N22 270.9115 0.0376
N21 425.4513 0.0591
N20 1323.3651 0.1838
N19 1058.9242 0.1471
N18 658.0048 0.0914
N17 174.3686 0.0242
N11 1011.1169 0.1404
N10 437.4299 0.0608
N8 411.4841 0.0572
N7 395.9658 0.0550
N6 1256.4455 0.1745
N5 421.9719 0.0586
N4 833.4347 0.1158
N2 417.4643 0.0580
N1 -17078.6248 -2.3720
Outflow Outflow Average
Junction Volume m^3 Outflow, cms
--------------- ------------ ------------
N1 17078.6248 2.3720
*=====================================================*
| Initial system volume = 0.0500 Cu M |
| Total system inflow volume = 17099.6754 Cu M |
| Inflow + Initial volume = 17099.7254 Cu M |
*=====================================================*
| Total system outflow = 17078.6248 Cu M |
| Volume left in system = 44.2819 Cu M |
| Evaporation = 0.0000 Cu M |
| Outflow + Final Volume = 17122.9067 Cu M |
*=====================================================*
*===============================================*
| Total Model Continuity Error |
| Error in Continuity, Percent = -0.1356 |
| Error in Continuity, m^3 = -23.181 |
| + Error means a continuity loss, - a gain |
*===============================================*
###################################################
# Table E22. Numerical Model judgement section #
###################################################
Your overall error was -0.1356 percent
Worst nodal error was in node N11 with 0.3643 percent
Of the total inflow this loss was 0.2781 percent
Your overall continuity error was Excellent
Excellent Efficiency
Efficiency of the simulation 1.63
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\d100y1p5.out
*==============================================================*
| SWMM Simulation Date and Time Summary |
*==============================================================*
| Starting Date... October 9, 2017 Time... 20:39:55:82 |
| Ending Date... October 9, 2017 Time... 20:40: 8:12 |
| Elapsed Time... 0.20500 minutes or 12.30000 seconds |
*==============================================================*
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