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d5y25m.out
From the archive XPXtrm.zip, inside Further information re: stormwater modelling - REC17/0011. File date in the archive: 2017-10-09 20:59.
Natural
0302u N3 N2 1.1000 1.0500 1.8770 1.8119 Rectangle
14b14ao N14B N14A 2.9900 2.5000 3.0688 2.6611 Natural
14b14au N14B N14A 1.8000 1.6000 3.0688 2.6611 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 -1.0779 -0.6156 0.0195 0.0575 0.0000 -1.0203 175.0754 0
N53 -1.5792 -0.4278 0.0286 0.0612 0.0000 -1.5179 369.1126 0
N52 1.2135 0.2764 0.0220 0.0347 0.0000 1.2481 439.0422 0
N38 -1.4443 -0.1036 0.0262 0.1316 0.0000 -1.3127 1394.1193 0
N51B -0.4768 -0.1245 0.0086 0.0653 0.0000 -0.4115 383.0888 0
N48 -0.5822 -0.1340 0.0105 0.0703 0.0000 -0.5119 434.5101 0
N50B 0.3605 0.4034 0.0065 1.0035 0.0000 1.3640 88.8624 0
N49B -0.4125 -0.1897 0.0075 0.0094 0.0000 -0.4031 217.4280 0
N47 -0.0134 -0.0044 0.0002 0.0191 0.0000 0.0057 301.3391 0
N46 -3.3867 -0.9642 0.0614 0.0534 0.0000 -3.3332 351.2128 0
N45 15.6844 1.4937 0.2842 0.2034 0.0000 15.8878 1049.9340 0
N43 -0.0713 -0.0417 0.0013 0.0142 0.0000 -0.0571 171.1965 0
N42 -0.3736 -0.1134 0.0068 0.0258 0.0000 -0.3478 329.5383 0
N41 0.3338 0.1013 0.0060 0.0224 0.0000 0.3563 329.5024 0
N44 -1.8402 -0.7928 0.0333 0.0144 0.0000 -1.8258 232.1072 0
N40 -8.8882 -1.4411 0.1610 0.0685 0.0000 -8.8197 616.7400 0
N39 -0.8355 -0.6943 0.0151 0.0107 0.0000 -0.8249 120.3380 0
N37 -2.4012 -1.2977 0.0435 0.0179 0.0000 -2.3833 185.0255 0
N36 13.1952 0.8521 0.2391 0.0512 0.0000 13.2464 1548.5956 0
N35 -3.1921 -0.1999 0.0578 0.6095 0.0000 -2.5825 1596.7326 0
N34 -10.6650 -2.8176 0.1932 1.2769 0.0000 -9.3882 377.8814 0
N33 -1.2524 -0.1017 0.0227 0.1423 0.0000 -1.1101 1231.5453 0
N31 2.4073 0.8895 0.0436 0.0779 0.0000 2.4852 270.6110 0
N30 -14.2754 -1.0917 0.2586 0.2849 0.0000 -13.9905 1307.5393 0
N29 2.9267 0.3531 0.0530 0.4268 0.0000 3.3536 828.7661 0
N28 -0.8357 -0.2651 0.0151 0.0254 0.0000 -0.8104 315.2123 0
N27 -1.3294 -0.1521 0.0241 0.7754 0.0000 -0.5541 873.7590 0
N26 -13.3945 -4.5066 0.2427 1.0227 0.0000 -12.3719 296.7123 0
N25 4.1675 0.6581 0.0755 0.0711 0.0000 4.2386 633.2560 0
N24 -4.6544 -0.2390 0.0843 0.2305 0.0000 -4.4239 1947.4197 0
N23 5.9598 1.2260 0.1080 0.0638 0.0000 6.0236 486.0836 0
N22 -4.5342 -0.1072 0.0821 0.9933 0.0000 -3.5409 4230.1817 0
N21 0.8295 0.3033 0.0150 1.0122 0.0000 1.8417 272.9925 0
N20 -3.4407 -0.4025 0.0623 0.0535 0.0000 -3.3872 854.8661 0
N19 0.6075 0.0394 0.0110 0.3214 0.0000 0.9290 1540.5801 0
N18 -3.0668 -0.1559 0.0556 0.3713 0.0000 -2.6956 1966.7900 0
N17 0.8511 0.0129 0.0154 0.4366 0.0000 1.2877 6585.1399 0
N16 -2.2453 -0.0350 0.0407 0.4250 0.0000 -1.8203 6412.8024 0
N15 -0.9491 -0.0187 0.0172 1.2895 0.0000 0.3404 5061.4778 0
N14B -9.5533 -1.4699 0.1731 0.0143 0.0000 -9.5390 649.9330 0
N14A 0.1600 0.0060 0.0029 0.1161 0.0500 0.2261 2685.1921 0
N13 -4.4939 -0.1671 0.0814 0.0290 0.0000 -4.4650 2689.5084 0
N12 5.9060 0.2187 0.1070 0.0968 0.0000 6.0027 2700.5594 0
N11 30.8600 0.9159 0.5591 0.5073 0.0000 31.3673 3369.1124 0
N10 0.0486 0.0172 0.0009 0.0190 0.0000 0.0675 282.2431 0
N9 -1.1092 -0.3916 0.0201 0.0428 0.0000 -1.0664 283.1991 0
N8 3.2396 0.6067 0.0587 0.0894 0.0000 3.3290 533.9102 0
N7 -1.0176 -0.3967 0.0184 0.0200 0.0000 -0.9975 256.5089 0
N6 1.5609 0.1464 0.0283 0.0949 0.0000 1.6557 1065.8361 0
N5 -0.9819 -0.3593 0.0178 0.0487 0.0000 -0.9332 273.2143 0
N4 -2.5568 -0.1085 0.0463 0.2132 0.0000 -2.3435 2355.7215 0
N3 -11.8401 -0.2075 0.2145 0.8599 0.0000 -10.9801 5706.1350 0
N2 -4.0879 -0.0370 0.0741 1.6170 0.0000 -2.4710 11048.2074 0
N1 -0.6829 -0.0062 0.0124 0.2727 0.0000 -0.4102 11049.9113 0
N50 -0.0010 -0.0643 0.0000 0.0003 0.0000 -0.0007 1.5367 0
N49 3.3871 6.7787 0.0614 0.0003 0.0000 3.3874 49.9668 0
N51 3.2259 2.9183 0.0584 0.0003 0.0000 3.2262 110.5425 0
The total continuity error was -26.617 cubic meters
The remaining total volume was 15.886 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 87.0397 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N53 0.0000 0.0000 95.7627 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N52 0.0000 0.0000 34.8395 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N38 0.0000 0.0000 104.2198 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N51B 0.0000 0.0000 63.0576 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N50B 0.0000 0.0000 45.1133 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N49B 0.0000 0.0000 65.5566 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N47 0.0000 0.0000 149.8952 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N45 0.0000 0.0000 138.1785 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N43 0.0000 0.0000 85.5612 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N42 0.0000 0.0000 78.9287 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N44 0.0000 0.0000 115.1381 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N40 0.0000 0.0000 22.5030 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N39 0.0000 0.0000 59.7649 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N37 0.0000 0.0000 91.3215 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N36 0.0000 0.0000 114.0417 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N35 0.0000 0.0000 29.6204 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N31 0.0000 0.0000 136.5669 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N30 0.0000 0.0000 100.0513 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N29 0.0000 0.0000 261.6256 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N28 0.0000 0.0000 157.1783 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N27 0.0000 0.0000 278.5707 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N26 0.0000 0.0000 23.8117 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N23 0.0000 0.0000 246.1029 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N22 0.0000 0.0000 87.6376 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N21 0.0000 0.0000 137.3974 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N20 0.0000 0.0000 425.8037 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N19 0.0000 0.0000 341.7503 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N18 0.0000 0.0000 212.4020 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N17 0.0000 0.0000 56.3252 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N11 0.0000 0.0000 326.5328 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N10 0.0000 0.0000 141.1607 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N8 0.0000 0.0000 132.7666 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N7 0.0000 0.0000 127.7609 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N6 0.0000 0.0000 405.0087 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N5 0.0000 0.0000 136.1621 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N4 0.0000 0.0000 268.8942 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N2 0.0000 0.0000 134.8388 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 5525.4625 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 0.1535 0.0000
N53 0.0000 0.0000 0.0000 1.0930 0.0000
N52 0.0000 0.0000 0.0000 1.0990 0.0000
N38 0.0000 0.0000 0.0000 1.1140 0.0000
N51B 0.0000 0.0000 0.0000 1.2188 0.0000
N48 0.0000 0.0000 0.0000 1.0096 0.0000
N50B 0.0000 0.0000 0.0000 1.2033 0.0000
N49B 0.0000 0.0000 0.0000 1.2160 0.0000
N47 0.0000 0.0000 0.0000 0.8842 0.0000
N46 0.0000 0.0000 0.0000 1.0321 0.0000
N45 0.0000 0.0000 0.0000 1.0951 0.0000
N43 0.0000 0.0000 0.0000 0.0733 0.0000
N42 0.0000 0.0000 0.0000 0.0991 0.0000
N41 0.0000 0.0000 0.0000 0.9177 0.0000
N44 0.0000 0.0000 0.0000 0.0841 0.0000
N40 0.0000 0.0000 0.0000 0.9776 0.0000
N39 0.0000 0.0000 0.0000 1.0223 0.0000
N37 0.0000 0.0000 0.0000 0.0637 0.0000
N36 0.0000 0.0000 0.0000 1.3673 0.0000
N35 0.0000 0.0000 0.0000 1.2579 0.0000
N34 0.0000 0.0000 0.0000 0.3472 0.0000
N33 28.9306 0.0000 0.0000 1.9543 0.0000
N31 0.0000 0.0000 0.0000 0.0216 0.0000
N30 0.0000 0.0000 0.0000 1.6392 0.0000
N29 0.0000 0.0000 0.0000 0.1290 0.0000
N28 0.0000 0.0000 0.0000 0.0767 0.0000
N27 0.0000 0.0000 0.0000 1.3759 0.0000
N26 0.0000 0.0000 0.0000 0.1944 0.0000
N25 13.6944 0.0000 0.0000 0.8098 0.0000
N24 21.6111 0.0000 0.0000 1.5306 0.0000
N23 0.0000 0.0000 0.0000 0.1184 0.0000
N22 0.0000 0.0000 0.0000 1.6923 0.0000
N21 0.0000 0.0000 0.0000 1.0890 0.0000
N20 0.0000 0.0000 0.0000 1.0179 0.0000
N19 0.0000 0.0000 0.0000 1.4446 0.0000
N18 0.0000 0.0000 0.0000 1.3084 0.0000
N17 0.0000 0.0000 0.0000 1.3392 0.0000
N16 22.6389 0.0000 0.0000 1.7663 0.0000
N15 22.8889 0.0000 0.0000 1.1311 0.0000
N14B 0.0000 0.0000 0.0000 1.2688 0.0000
N14A 0.0000 0.0000 0.0000 1.0611 0.0000
N13 0.0000 0.0000 0.0000 0.6665 0.0000
N12 0.0000 0.0000 0.0000 0.6446 0.0000
N11 0.0000 0.0000 0.0000 0.8097 0.0000
N10 0.0000 0.0000 0.0000 0.9157 0.0000
N9 0.0000 0.0000 0.0000 1.0154 0.0000
N8 0.0000 0.0000 0.0000 1.0386 0.0000
N7 0.0000 0.0000 0.0000 1.0256 0.0000
N6 0.0000 0.0000 0.0000 1.0524 0.0000
N5 0.0000 0.0000 0.0000 1.0157 0.0000
N4 0.0000 0.0000 0.0000 1.1190 0.0000
N3 0.0000 0.0000 0.0000 0.7770 0.0000
N2 0.0000 0.0000 0.0000 0.7619 0.0000
N1 0.0000 0.0000 0.0000 0.7637 0.0000
N50 0.0000 0.0000 0.0000 0.0042 0.0000
N49 0.0000 0.0000 0.0000 0.0225 0.0000
N51 0.0000 0.0000 0.0000 0.0216 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 0.030 percent
The Junction with the largest average change was.N16 with 0.110 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 87.0475 0.0121
N53 95.7738 0.0133
N52 34.8475 0.0048
N38 104.2272 0.0145
N51B 63.0728 0.0088
N50B 45.1255 0.0063
N49B 65.5731 0.0091
N47 149.9085 0.0208
N45 138.1929 0.0192
N43 85.5715 0.0119
N42 78.9472 0.0110
N44 115.1597 0.0160
N40 22.5088 0.0031
N39 59.7773 0.0083
N37 91.3390 0.0127
N36 114.0631 0.0158
N35 29.6290 0.0041
N31 136.5934 0.0190
N30 100.0736 0.0139
N29 261.6651 0.0363
N28 157.2079 0.0218
N27 278.6037 0.0387
N26 23.8131 0.0033
N23 246.1661 0.0342
N22 87.6488 0.0122
N21 137.4252 0.0191
N20 425.7889 0.0591
N19 341.7805 0.0475
N18 212.4109 0.0295
N17 56.3324 0.0078
N11 326.5418 0.0454
N10 141.1820 0.0196
N8 132.7843 0.0184
N7 127.7775 0.0177
N6 405.0261 0.0563
N5 136.1817 0.0189
N4 268.9292 0.0374
N2 134.8447 0.0187
N1 -5525.4625 -0.7674
Outflow Outflow Average
Junction Volume m^3 Outflow, cms
--------------- ------------ ------------
N1 5525.4625 0.7674
*=====================================================*
| Initial system volume = 0.0500 Cu M |
| Total system inflow volume = 5518.8907 Cu M |
| Inflow + Initial volume = 5518.9407 Cu M |
*=====================================================*
| Total system outflow = 5525.4625 Cu M |
| Volume left in system = 15.8864 Cu M |
| Evaporation = 0.0000 Cu M |
| Outflow + Final Volume = 5541.3489 Cu M |
*=====================================================*
*===============================================*
| Total Model Continuity Error |
| Error in Continuity, Percent = -0.4060 |
| Error in Continuity, m^3 = -22.408 |
| + Error means a continuity loss, - a gain |
*===============================================*
###################################################
# Table E22. Numerical Model judgement section #
###################################################
Your overall error was -0.4060 percent
Worst nodal error was in node N11 with 0.9160 percent
Of the total inflow this loss was 0.5592 percent
Your overall continuity error was Excellent
Excellent Efficiency
Efficiency of the simulation 1.66
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\5y25m.out
*==============================================================*
| SWMM Simulation Date and Time Summary |
*==============================================================*
| Starting Date... October 9, 2017 Time... 20:59: 5:54 |
| Ending Date... October 9, 2017 Time... 20:59:15:62 |
| Elapsed Time... 0.16800 minutes or 10.08000 seconds |
*==============================================================*
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