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d10y1hr.out
From the archive XPXtrm.zip, inside Further information re: stormwater modelling - REC17/0011. File date in the archive: 2017-10-09 20:54.
Natural
0302u N3 N2 1.1000 1.0500 1.9141 1.8484 Rectangle
14b14ao N14B N14A 2.9900 2.5000 3.0780 2.7095 Natural
14b14au N14B N14A 1.8000 1.6000 3.0780 2.7095 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 -0.9347 -0.3122 0.0098 0.1063 0.0000 -0.8285 299.3427 0
N53 -1.9144 -0.3037 0.0201 0.1187 0.0000 -1.7957 630.2353 0
N52 0.5200 0.0692 0.0055 0.0611 0.0000 0.5811 751.2194 0
N38 -6.4736 -0.2702 0.0681 0.2311 0.0000 -6.2425 2395.9911 0
N51B -0.5689 -0.0898 0.0060 0.1166 0.0000 -0.4523 633.3944 0
N48 -0.3556 -0.0477 0.0037 0.1244 0.0000 -0.2312 745.5134 0
N50B 0.2529 0.1633 0.0027 1.0064 0.0000 1.2593 154.3595 0
N49B -0.5906 -0.1565 0.0062 0.0174 0.0000 -0.5732 377.3508 0
N47 -0.0966 -0.0187 0.0010 0.0307 0.0000 -0.0658 517.4839 0
N46 -3.4233 -0.5897 0.0360 0.0889 0.0000 -3.3344 580.4476 0
N45 12.7124 0.7095 0.1338 0.3352 0.0000 13.0476 1791.5652 0
N43 -0.0905 -0.0309 0.0010 0.0233 0.0000 -0.0673 293.4253 0
N42 -0.6101 -0.1078 0.0064 0.0434 0.0000 -0.5667 565.8347 0
N41 0.0933 0.0165 0.0010 0.0405 0.0000 0.1338 566.2433 0
N44 -1.2818 -0.3224 0.0135 0.0256 0.0000 -1.2562 397.5470 0
N40 -13.7407 -1.3012 0.1446 0.1187 0.0000 -13.6220 1055.9767 0
N39 -2.3894 -1.1483 0.0251 0.0196 0.0000 -2.3698 208.0702 0
N37 -1.5763 -0.4988 0.0166 0.0330 0.0000 -1.5433 315.9771 0
N36 5.0548 0.1802 0.0532 0.0908 0.0000 5.1456 2805.5514 0
N35 -0.6655 -0.0229 0.0070 0.7847 0.0000 0.1192 2901.4227 0
N34 -6.1294 -0.6492 0.0645 1.5707 0.0000 -4.5586 943.2917 0
N33 -0.9746 -0.0497 0.0103 0.2295 0.0000 -0.7450 1962.2694 0
N31 4.1266 0.8855 0.0434 0.1410 0.0000 4.2676 465.9206 0
N30 -17.1959 -0.7858 0.1809 0.4106 0.0000 -16.7853 2188.2589 0
N29 0.1561 0.0114 0.0016 0.5194 0.0000 0.6756 1366.3811 0
N28 -1.0449 -0.1928 0.0110 0.0466 0.0000 -0.9984 542.0927 0
N27 -1.5088 -0.1003 0.0159 0.8893 0.0000 -0.6195 1503.2859 0
N26 -9.1478 -1.9928 0.0962 1.1509 0.0000 -7.9969 458.4675 0
N25 2.8825 0.2546 0.0303 0.1221 0.0000 3.0045 1132.2615 0
N24 -4.1262 -0.1280 0.0434 0.3518 0.0000 -3.7745 3223.1941 0
N23 3.8801 0.4605 0.0408 0.1162 0.0000 3.9964 842.5422 0
N22 -2.8970 -0.0398 0.0305 1.4101 0.0000 -1.4870 7277.0377 0
N21 0.9807 0.2081 0.0103 1.0218 0.0000 2.0025 470.8618 0
N20 -3.8135 -0.2582 0.0401 0.0832 0.0000 -3.7303 1476.9419 0
N19 -3.0174 -0.1134 0.0317 0.5224 0.0000 -2.4950 2659.8757 0
N18 7.6763 0.2268 0.0808 0.5960 0.0000 8.2723 3384.5034 0
N17 -5.9212 -0.0523 0.0623 0.7064 0.0000 -5.2148 11320.9307 0
N16 -2.5829 -0.0244 0.0272 0.7735 0.0000 -1.8094 10604.1638 0
N15 -1.1549 -0.0140 0.0122 2.0809 0.0000 0.9261 8271.9146 0
N14B -5.4920 -0.3487 0.0578 0.0152 0.0000 -5.4768 1574.8464 0
N14A -0.3381 -0.0067 0.0036 0.1223 0.0500 -0.2658 5040.3144 0
N13 -4.5572 -0.0903 0.0479 0.0319 0.0000 -4.5254 5044.4126 0
N12 6.1758 0.1221 0.0650 0.1386 0.0000 6.3144 5056.2921 0
N11 41.3387 0.6657 0.4349 0.8382 0.0000 42.1770 6209.3597 0
N10 -0.0264 -0.0054 0.0003 0.0331 0.0000 0.0067 486.5081 0
N9 -1.5562 -0.3190 0.0164 0.0762 0.0000 -1.4800 487.8714 0
N8 -2.4687 -0.2640 0.0260 0.1455 0.0000 -2.3232 934.9964 0
N7 -0.6754 -0.1531 0.0071 0.0336 0.0000 -0.6418 441.1052 0
N6 0.9470 0.0515 0.0100 0.1480 0.0000 1.0950 1839.0788 0
N5 0.5513 0.1176 0.0058 0.0771 0.0000 0.6284 468.7124 0
N4 -2.8629 -0.0700 0.0301 0.3345 0.0000 -2.5284 4092.5397 0
N3 -15.6871 -0.1527 0.1651 1.5005 0.0000 -14.1866 10274.5378 0
N2 -2.8417 -0.0149 0.0299 2.6124 0.0000 -0.2293 19021.2224 0
N1 -0.8265 -0.0043 0.0087 0.4497 0.0000 -0.3768 19021.4897 0
N50 -0.0002 -0.0132 0.0000 0.0003 0.0000 0.0000 1.8265 0
N49 3.0950 4.9328 0.0326 0.0003 0.0000 3.0953 62.7425 0
N51 2.0169 1.0166 0.0212 0.0003 0.0000 2.0172 198.3982 0
The total continuity error was -39.099 cubic meters
The remaining total volume was 22.717 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 149.2741 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N53 0.0000 0.0000 164.1750 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N52 0.0000 0.0000 59.9372 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N38 0.0000 0.0000 179.6433 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N51B 0.0000 0.0000 108.4875 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N50B 0.0000 0.0000 77.8153 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N49B 0.0000 0.0000 112.7938 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N47 0.0000 0.0000 257.8167 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N45 0.0000 0.0000 237.6143 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N43 0.0000 0.0000 146.6751 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N42 0.0000 0.0000 135.8710 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N44 0.0000 0.0000 198.1473 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N40 0.0000 0.0000 38.7709 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N39 0.0000 0.0000 102.8623 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N37 0.0000 0.0000 157.2188 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N36 0.0000 0.0000 196.2894 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N35 0.0000 0.0000 51.0161 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N31 0.0000 0.0000 235.0997 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N30 0.0000 0.0000 172.1815 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N29 0.0000 0.0000 450.4072 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N28 0.0000 0.0000 270.5490 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N27 0.0000 0.0000 479.8278 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N26 0.0000 0.0000 40.9983 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N23 0.0000 0.0000 423.3272 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N22 0.0000 0.0000 150.2222 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N21 0.0000 0.0000 236.4135 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N20 0.0000 0.0000 736.6716 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N19 0.0000 0.0000 588.5346 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N18 0.0000 0.0000 365.5132 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N17 0.0000 0.0000 96.8248 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N11 0.0000 0.0000 561.2784 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N10 0.0000 0.0000 243.2731 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N8 0.0000 0.0000 228.8776 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N7 0.0000 0.0000 220.2440 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N6 0.0000 0.0000 699.2723 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N5 0.0000 0.0000 234.6946 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N4 0.0000 0.0000 463.6109 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N2 0.0000 0.0000 231.7411 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 9511.3268 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 0.1549 0.0000
N53 0.0000 0.0000 0.0000 1.0941 0.0000
N52 0.0000 0.0000 0.0000 1.1006 0.0000
N38 0.0000 0.0000 0.0000 1.1186 0.0000
N51B 0.0000 0.0000 0.0000 1.2191 0.0000
N48 0.0000 0.0000 0.0000 1.0098 0.0000
N50B 0.0000 0.0000 0.0000 1.2042 0.0000
N49B 0.0000 0.0000 0.0000 1.2163 0.0000
N47 0.0000 0.0000 0.0000 0.9216 0.0000
N46 0.0000 0.0000 0.0000 1.0358 0.0000
N45 0.0000 0.0000 0.0000 1.0973 0.0000
N43 0.0000 0.0000 0.0000 0.0737 0.0000
N42 0.0000 0.0000 0.0000 0.0997 0.0000
N41 0.0000 0.0000 0.0000 1.0035 0.0000
N44 0.0000 0.0000 0.0000 0.0852 0.0000
N40 0.0000 0.0000 0.0000 1.0300 0.0000
N39 0.0000 0.0000 0.0000 1.0227 0.0000
N37 0.0000 0.0000 0.0000 0.0643 0.0000
N36 0.0000 0.0000 0.0000 1.3742 0.0000
N35 0.0000 0.0000 0.0000 1.2714 0.0000
N34 0.0000 0.0000 0.0000 0.4132 0.0000
N33 45.6528 0.0000 0.0000 1.9799 0.0000
N31 0.0000 0.0000 0.0000 0.0217 0.0000
N30 0.0000 0.0000 0.0000 1.6469 0.0000
N29 0.0000 0.0000 0.0000 0.1311 0.0000
N28 0.0000 0.0000 0.0000 0.0771 0.0000
N27 0.0000 0.0000 0.0000 1.3764 0.0000
N26 0.0000 0.0000 0.0000 0.1977 0.0000
N25 25.8333 0.0000 0.0000 0.8224 0.0000
N24 38.3500 0.0000 0.0000 1.5800 0.0000
N23 0.0000 0.0000 0.0000 0.1149 0.0000
N22 0.0000 0.0000 0.0000 1.7522 0.0000
N21 0.0000 0.0000 0.0000 1.1172 0.0000
N20 0.0000 0.0000 0.0000 1.0214 0.0000
N19 0.0000 0.0000 0.0000 1.5092 0.0000
N18 0.0000 0.0000 0.0000 1.3127 0.0000
N17 0.0000 0.0000 0.0000 1.3672 0.0000
N16 40.1667 0.0000 0.0000 1.7921 0.0000
N15 40.4479 0.0000 0.0000 1.1738 0.0000
N14B 0.0000 0.0000 0.0000 1.2780 0.0000
N14A 0.0000 0.0000 0.0000 1.1095 0.0000
N13 0.0000 0.0000 0.0000 0.7192 0.0000
N12 0.0000 0.0000 0.0000 0.6808 0.0000
N11 0.0000 0.0000 0.0000 0.8665 0.0000
N10 0.0000 0.0000 0.0000 0.9515 0.0000
N9 0.0000 0.0000 0.0000 1.0159 0.0000
N8 0.0000 0.0000 0.0000 1.0390 0.0000
N7 0.0000 0.0000 0.0000 1.0262 0.0000
N6 0.0000 0.0000 0.0000 1.0543 0.0000
N5 0.0000 0.0000 0.0000 1.0165 0.0000
N4 0.0000 0.0000 0.0000 1.1255 0.0000
N3 0.0000 0.0000 0.0000 0.8141 0.0000
N2 0.0000 0.0000 0.0000 0.7984 0.0000
N1 0.0000 0.0000 0.0000 0.7985 0.0000
N50 0.0000 0.0000 0.0000 0.0046 0.0000
N49 0.0000 0.0000 0.0000 0.0224 0.0000
N51 0.0000 0.0000 0.0000 0.0218 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 0.130 percent
The Conduit with the largest sinuosity was.......2217u with 4.830
*===================================================================*
| 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 149.2775 0.0207
N53 164.1811 0.0228
N52 59.9442 0.0083
N38 179.6466 0.0250
N51B 108.5010 0.0151
N50B 77.8265 0.0108
N49B 112.8088 0.0157
N47 257.8260 0.0358
N45 237.6247 0.0330
N43 146.6809 0.0204
N42 135.8865 0.0189
N44 198.1641 0.0275
N40 38.7760 0.0054
N39 102.8723 0.0143
N37 157.2322 0.0218
N36 196.3058 0.0273
N35 51.0242 0.0071
N31 235.1203 0.0327
N30 172.2000 0.0239
N29 450.4342 0.0626
N28 270.5717 0.0376
N27 479.8477 0.0666
N26 40.9987 0.0057
N23 423.3821 0.0588
N22 150.2287 0.0209
N21 236.4344 0.0328
N20 736.6446 0.1023
N19 588.5509 0.0817
N18 365.5154 0.0508
N17 96.8299 0.0134
N11 561.2783 0.0780
N10 243.2870 0.0338
N8 228.8884 0.0318
N7 220.2541 0.0306
N6 699.2726 0.0971
N5 234.7072 0.0326
N4 463.6321 0.0644
N2 231.7430 0.0322
N1 -9511.3268 -1.3210
Outflow Outflow Average
Junction Volume m^3 Outflow, cms
--------------- ------------ ------------
N1 9511.3268 1.3210
*=====================================================*
| Initial system volume = 0.0500 Cu M |
| Total system inflow volume = 9503.9709 Cu M |
| Inflow + Initial volume = 9504.0209 Cu M |
*=====================================================*
| Total system outflow = 9511.3268 Cu M |
| Volume left in system = 22.7165 Cu M |
| Evaporation = 0.0000 Cu M |
| Outflow + Final Volume = 9534.0433 Cu M |
*=====================================================*
*===============================================*
| Total Model Continuity Error |
| Error in Continuity, Percent = -0.3159 |
| Error in Continuity, m^3 = -30.022 |
| + Error means a continuity loss, - a gain |
*===============================================*
###################################################
# Table E22. Numerical Model judgement section #
###################################################
Your overall error was -0.3159 percent
Worst nodal error was in node N11 with 0.6657 percent
Of the total inflow this loss was 0.4350 percent
Your overall continuity error was Excellent
Excellent Efficiency
Efficiency of the simulation 1.60
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\d10y1hr.out
*==============================================================*
| SWMM Simulation Date and Time Summary |
*==============================================================*
| Starting Date... October 9, 2017 Time... 20:54:30:87 |
| Ending Date... October 9, 2017 Time... 20:54:41:82 |
| Elapsed Time... 0.18250 minutes or 10.95000 seconds |
*==============================================================*
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