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d100y1hr.out
From the archive XPXtrm.zip, inside Further information re: stormwater modelling - REC17/0011. File date in the archive: 2017-10-09 20:41.
Natural
0302u N3 N2 1.1000 1.0500 2.0681 2.0340 Rectangle
14b14ao N14B N14A 2.9900 2.5000 3.1302 2.9427 Natural
14b14au N14B N14A 1.8000 1.6000 3.1302 2.9427 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 -1.6494 -0.3686 0.0117 0.1150 0.0000 -1.5344 447.3851 0
N53 -1.0432 -0.1110 0.0074 0.1289 0.0000 -0.9143 940.0267 0
N52 1.0223 0.0915 0.0072 0.0655 0.0000 1.0878 1117.7739 0
N38 -7.3616 -0.2079 0.0521 0.2471 0.0000 -7.1144 3541.1100 0
N51B -0.5930 -0.0755 0.0042 0.1242 0.0000 -0.4688 785.1443 0
N48 -0.8804 -0.1039 0.0062 0.1328 0.0000 -0.7476 846.9621 0
N50B -0.0105 -0.0046 0.0001 1.0066 0.0000 0.9961 229.4016 0
N49B -0.4479 -0.0820 0.0032 0.0184 0.0000 -0.4295 546.4657 0
N47 -2.3679 -0.3004 0.0168 0.0331 0.0000 -2.3348 788.1193 0
N46 -4.0876 -0.4303 0.0289 0.0954 0.0000 -3.9922 949.8776 0
N45 9.7464 0.3899 0.0690 0.3608 0.0000 10.1072 2499.6352 0
N43 -0.1352 -0.0309 0.0010 0.0245 0.0000 -0.1107 438.0923 0
N42 -0.7091 -0.0842 0.0050 0.0459 0.0000 -0.6632 842.2953 0
N41 -0.6470 -0.0767 0.0046 0.0431 0.0000 -0.6039 843.6343 0
N44 -1.7759 -0.3007 0.0126 0.0271 0.0000 -1.7488 590.4954 0
N40 -13.3147 -0.8510 0.0942 0.1266 0.0000 -13.1881 1564.5347 0
N39 -0.1168 -0.0382 0.0008 0.0207 0.0000 -0.0961 305.5352 0
N37 -2.2969 -0.4897 0.0163 0.0350 0.0000 -2.2619 469.0029 0
N36 6.2966 0.1201 0.0445 0.0974 0.0000 6.3940 5240.9832 0
N35 -1.5480 -0.0287 0.0110 0.9004 0.0000 -0.6475 5385.7913 0
N34 -6.1483 -0.1980 0.0435 1.7932 0.0000 -4.3551 3104.8095 0
N33 -1.0372 -0.0454 0.0073 0.2499 0.0000 -0.7873 2285.8167 0
N31 4.4556 0.6425 0.0315 0.1492 0.0000 4.6048 693.3653 0
N30 -27.4369 -0.7679 0.1941 0.4338 0.0000 -27.0031 3572.7076 0
N29 1.6960 0.0722 0.0120 0.5517 0.0000 2.2477 2348.2966 0
N28 -1.4702 -0.1826 0.0104 0.0494 0.0000 -1.4207 804.9407 0
N27 -3.2765 -0.1466 0.0232 0.9338 0.0000 -2.3426 2234.7556 0
N26 -6.8326 -0.6783 0.0483 1.2134 0.0000 -5.6192 1006.7716 0
N25 2.6025 0.1920 0.0184 0.1309 0.0000 2.7334 1355.5016 0
N24 -3.8226 -0.0993 0.0270 0.3796 0.0000 -3.4430 3848.2158 0
N23 1.1913 0.0949 0.0084 0.1199 0.0000 1.3112 1255.2381 0
N22 0.2947 0.0027 0.0021 1.5857 0.0000 1.8804 10946.2442 0
N21 1.1446 0.1634 0.0081 1.0229 0.0000 2.1675 699.8806 0
N20 -6.9544 -0.3162 0.0492 0.0896 0.0000 -6.8648 2199.3658 0
N19 -9.1075 -0.2296 0.0644 0.5674 0.0000 -8.5400 3966.2325 0
N18 31.4761 0.6254 0.2227 0.6478 0.0000 32.1238 5032.6138 0
N17 -11.3255 -0.0669 0.0801 0.7374 0.0000 -10.5881 16939.6262 0
N16 -2.6974 -0.0215 0.0191 0.7618 0.0000 -1.9356 12531.1082 0
N15 -0.4859 -0.0051 0.0034 2.2215 0.0000 1.7355 9447.1380 0
N14B -12.2584 -0.2034 0.0867 0.0156 0.0000 -12.2427 6026.8944 0
N14A -5.3281 -0.0515 0.0377 0.1248 0.0500 -5.2533 10342.7597 0
N13 -8.6977 -0.0840 0.0615 0.0333 0.0000 -8.6644 10355.3586 0
N12 50.6220 0.4864 0.3581 0.1529 0.0000 50.7749 10407.9540 0
N11 47.3877 0.3844 0.3353 0.9379 0.0000 48.3256 12325.6757 0
N10 -1.3045 -0.1804 0.0092 0.0351 0.0000 -1.2694 723.1166 0
N9 -1.1252 -0.1551 0.0080 0.0808 0.0000 -1.0444 725.3122 0
N8 4.6467 0.3561 0.0329 0.1512 0.0000 4.7979 1304.9898 0
N7 -1.0067 -0.1538 0.0071 0.0359 0.0000 -0.9708 654.5657 0
N6 3.4601 0.1268 0.0245 0.1545 0.0000 3.6146 2729.1559 0
N5 -3.6013 -0.5145 0.0255 0.0789 0.0000 -3.5224 699.8741 0
N4 -3.1032 -0.0538 0.0220 0.3468 0.0000 -2.7564 5765.6643 0
N3 -28.2151 -0.1561 0.1996 1.6869 0.0000 -26.5283 18070.0237 0
N2 -6.4744 -0.0229 0.0458 2.8598 0.0000 -3.6146 28234.8589 0
N1 -1.6345 -0.0058 0.0116 0.4909 0.0000 -1.1435 28240.9147 0
N50 0.0655 0.3805 0.0005 0.0003 0.0000 0.0657 17.2020 0
N49 2.5499 1.6127 0.0180 0.0003 0.0000 2.5502 158.1167 0
N51 2.1698 0.6714 0.0154 0.0003 0.0000 2.1701 323.1680 0
The total continuity error was -21.501 cubic meters
The remaining total volume was 24.474 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 222.9556 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N53 0.0000 0.0000 245.1428 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N52 0.0000 0.0000 89.0241 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N38 0.0000 0.0000 267.1319 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N51B 0.0000 0.0000 161.1223 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N50B 0.0000 0.0000 115.2174 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N49B 0.0000 0.0000 167.5070 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N47 0.0000 0.0000 384.3728 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N45 0.0000 0.0000 354.1635 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N43 0.0000 0.0000 218.9965 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N42 0.0000 0.0000 201.6603 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N44 0.0000 0.0000 294.3791 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N40 0.0000 0.0000 57.4723 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N39 0.0000 0.0000 152.7217 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N37 0.0000 0.0000 233.3870 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N36 0.0000 0.0000 291.4948 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N35 0.0000 0.0000 75.6128 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N31 0.0000 0.0000 349.0079 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N30 0.0000 0.0000 255.6329 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N29 0.0000 0.0000 669.1434 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N28 0.0000 0.0000 401.7584 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N27 0.0000 0.0000 713.0246 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N26 0.0000 0.0000 61.0525 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N23 0.0000 0.0000 628.3869 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N22 0.0000 0.0000 224.2785 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N21 0.0000 0.0000 351.0280 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N20 0.0000 0.0000 1096.3666 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N19 0.0000 0.0000 875.9123 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N18 0.0000 0.0000 545.2382 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N17 0.0000 0.0000 144.2216 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N11 0.0000 0.0000 838.7549 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N10 0.0000 0.0000 360.9529 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N8 0.0000 0.0000 339.6168 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N7 0.0000 0.0000 326.8282 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N6 0.0000 0.0000 1038.7464 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N5 0.0000 0.0000 348.2145 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N4 0.0000 0.0000 687.8534 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N2 0.0000 0.0000 346.1452 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 14122.7927 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 0.1796 0.0000
N53 0.0000 0.0000 0.0000 1.1222 0.0000
N52 0.0000 0.0000 0.0000 1.1357 0.0000
N38 0.0000 0.0000 0.0000 1.1606 0.0000
N51B 0.0000 0.0000 0.0000 1.2230 0.0000
N48 0.0000 0.0000 0.0000 1.0104 0.0000
N50B 0.0000 0.0000 0.0000 1.2099 0.0000
N49B 0.0000 0.0000 0.0000 1.2206 0.0000
N47 0.0000 0.0000 0.0000 1.0467 0.0000
N46 0.0000 0.0000 0.0000 1.0738 0.0000
N45 0.0000 0.0000 0.0000 1.1192 0.0000
N43 0.0000 0.0000 0.0000 0.0842 0.0000
N42 0.0000 0.0000 0.0000 0.1133 0.0000
N41 0.0000 0.0000 0.0000 1.0739 0.0000
N44 0.0000 0.0000 0.0000 0.0980 0.0000
N40 0.0000 0.0000 0.0000 1.1051 0.0000
N39 0.0000 0.0000 0.0000 1.0298 0.0000
N37 0.0000 0.0000 0.0000 0.0735 0.0000
N36 0.0000 0.0000 0.0000 1.3961 0.0000
N35 0.0000 0.0000 0.0000 1.3115 0.0000
N34 0.0000 0.0000 0.0000 0.5563 0.0000
N33 56.4861 0.0000 0.0000 2.0423 0.0000
N31 0.0000 0.0000 0.0000 0.0267 0.0000
N30 0.0000 0.0000 0.0000 1.6744 0.0000
N29 0.0000 0.0000 0.0000 0.1594 0.0000
N28 0.0000 0.0000 0.0000 0.0877 0.0000
N27 0.0000 0.0000 0.0000 1.3915 0.0000
N26 0.0000 0.0000 0.0000 0.2439 0.0000
N25 35.8889 0.0000 0.0000 0.8639 0.0000
N24 48.4667 0.0000 0.0000 1.6428 0.0000
N23 0.0000 0.0000 0.0000 0.1301 0.0000
N22 0.0000 0.0000 0.0000 1.8293 0.0000
N21 0.0000 0.0000 0.0000 1.2463 0.0000
N20 0.0000 0.0000 0.0000 1.0375 0.0000
N19 0.0000 0.0000 0.0000 1.5934 0.0000
N18 0.0000 0.0000 0.0000 1.3691 0.0000
N17 0.0000 0.0000 0.0000 1.4962 0.0000
N16 51.2222 0.0000 0.0000 1.9151 0.0000
N15 51.5278 0.0000 0.0000 1.3442 0.0000
N14B 0.0000 0.0000 0.0000 1.3302 0.0000
N14A 0.0000 0.0000 0.0000 1.3427 0.0000
N13 0.0000 0.0000 0.0000 0.8688 0.0000
N12 0.0000 0.0000 0.0000 0.9244 0.0000
N11 0.0000 0.0000 0.0000 1.0582 0.0000
N10 0.0000 0.0000 0.0000 1.0222 0.0000
N9 0.0000 0.0000 0.0000 1.0300 0.0000
N8 0.0000 0.0000 0.0000 1.0539 0.0000
N7 0.0000 0.0000 0.0000 1.0387 0.0000
N6 0.0000 0.0000 0.0000 1.0772 0.0000
N5 0.0000 0.0000 0.0000 1.0313 0.0000
N4 0.0000 0.0000 0.0000 1.1793 0.0000
N3 0.0000 0.0000 0.0000 0.9681 0.0000
N2 0.0000 0.0000 0.0000 0.9840 0.0000
N1 0.0000 0.0000 0.0000 0.9853 0.0000
N50 0.0000 0.0000 0.0000 0.0118 0.0000
N49 0.0000 0.0000 0.0000 0.0273 0.0000
N51 0.0000 0.0000 0.0000 0.0264 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 0.052 percent
The Junction with the largest average change was.N16 with 0.146 percent
The Conduit with the largest sinuosity was.......2217u with 4.921
*===================================================================*
| 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 222.9549 0.0310
N53 245.1443 0.0340
N52 89.0297 0.0124
N38 267.1306 0.0371
N51B 161.1334 0.0224
N50B 115.2269 0.0160
N49B 167.5195 0.0233
N47 384.3759 0.0534
N45 354.1682 0.0492
N43 218.9983 0.0304
N42 201.6727 0.0280
N44 294.3911 0.0409
N40 57.4766 0.0080
N39 152.7292 0.0212
N37 233.3965 0.0324
N36 291.5063 0.0405
N35 75.6199 0.0105
N31 349.0226 0.0485
N30 255.6473 0.0355
N29 669.1589 0.0929
N28 401.7744 0.0558
N27 713.0321 0.0990
N26 61.0518 0.0085
N23 628.4319 0.0873
N22 224.2808 0.0312
N21 351.0430 0.0488
N20 1096.3225 0.1523
N19 875.9140 0.1217
N18 545.2315 0.0757
N17 144.2243 0.0200
N11 838.7411 0.1165
N10 360.9605 0.0501
N8 339.6217 0.0472
N7 326.8326 0.0454
N6 1038.7290 0.1443
N5 348.2210 0.0484
N4 687.8626 0.0955
N2 346.1414 0.0481
N1 -14122.7927 -1.9615
Outflow Outflow Average
Junction Volume m^3 Outflow, cms
--------------- ------------ ------------
N1 14122.7927 1.9615
*=====================================================*
| Initial system volume = 0.0500 Cu M |
| Total system inflow volume = 14134.5260 Cu M |
| Inflow + Initial volume = 14134.5760 Cu M |
*=====================================================*
| Total system outflow = 14122.7927 Cu M |
| Volume left in system = 24.4735 Cu M |
| Evaporation = 0.0000 Cu M |
| Outflow + Final Volume = 14147.2662 Cu M |
*=====================================================*
*===============================================*
| Total Model Continuity Error |
| Error in Continuity, Percent = -0.0898 |
| Error in Continuity, m^3 = -12.690 |
| + Error means a continuity loss, - a gain |
*===============================================*
###################################################
# Table E22. Numerical Model judgement section #
###################################################
Your overall error was -0.0898 percent
Worst nodal error was in node N12 with 0.4864 percent
Of the total inflow this loss was 0.3581 percent
Your overall continuity error was Excellent
Excellent Efficiency
Efficiency of the simulation 1.70
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\d100y1hr.out
*==============================================================*
| SWMM Simulation Date and Time Summary |
*==============================================================*
| Starting Date... October 9, 2017 Time... 20:41:47:18 |
| Ending Date... October 9, 2017 Time... 20:41:58:85 |
| Elapsed Time... 0.19450 minutes or 11.67000 seconds |
*==============================================================*
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