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d5y1hr.out
From the archive XPXtrm.zip, inside Further information re: stormwater modelling - REC17/0011. File date in the archive: 2017-10-09 20:58.
Natural
14b14au N14B N14A 1.8000 1.6000 3.0551 2.6223 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 -0.1534 -0.0598 0.0019 0.1039 0.0000 -0.0495 256.4322 0
N53 -1.7951 -0.3323 0.0219 0.1159 0.0000 -1.6792 540.1726 0
N52 0.6198 0.0962 0.0076 0.0598 0.0000 0.6797 644.3560 0
N38 -1.9126 -0.0933 0.0234 0.2265 0.0000 -1.6861 2050.5253 0
N51B -0.5079 -0.0868 0.0062 0.1144 0.0000 -0.3935 584.9696 0
N48 -1.8421 -0.2594 0.0225 0.1221 0.0000 -1.7199 710.1425 0
N50B 0.3246 0.2433 0.0040 1.0064 0.0000 1.3309 132.8942 0
N49B -0.5688 -0.1743 0.0070 0.0171 0.0000 -0.5517 326.3283 0
N47 -0.1071 -0.0242 0.0013 0.0301 0.0000 -0.0770 443.2657 0
N46 -0.8810 -0.1821 0.0108 0.0873 0.0000 -0.7937 483.7895 0
N45 15.7584 0.9918 0.1927 0.3277 0.0000 16.0861 1588.6599 0
N43 -0.0765 -0.0303 0.0009 0.0229 0.0000 -0.0535 252.0377 0
N42 -0.5704 -0.1172 0.0070 0.0428 0.0000 -0.5276 486.7481 0
N41 0.0998 0.0205 0.0012 0.0398 0.0000 0.1396 487.1522 0
N44 -1.0778 -0.3149 0.0132 0.0252 0.0000 -1.0526 342.2862 0
N40 -9.9147 -1.0931 0.1212 0.1165 0.0000 -9.7982 906.9540 0
N39 -1.1012 -0.6176 0.0135 0.0193 0.0000 -1.0819 178.2881 0
N37 -1.2994 -0.4775 0.0159 0.0325 0.0000 -1.2669 272.1168 0
N36 11.0934 0.4921 0.1356 0.0889 0.0000 11.1823 2254.4117 0
N35 -3.6448 -0.1654 0.0446 0.7306 0.0000 -2.9142 2202.8216 0
N34 0.0607 0.0170 0.0007 1.4665 0.0000 1.5272 356.4155 0
N33 -1.1520 -0.0623 0.0141 0.2225 0.0000 -0.9295 1848.1557 0
N31 4.0972 1.0221 0.0501 0.1388 0.0000 4.2360 400.7917 0
N30 -18.2784 -0.9523 0.2235 0.4033 0.0000 -17.8751 1919.1561 0
N29 0.5388 0.0499 0.0066 0.5061 0.0000 1.0449 1078.7991 0
N28 -0.8911 -0.1909 0.0109 0.0458 0.0000 -0.8453 466.8936 0
N27 -1.6748 -0.1293 0.0205 0.8700 0.0000 -0.8048 1294.7258 0
N26 -6.7681 -2.2613 0.0827 1.1228 0.0000 -5.6453 298.7427 0
N25 2.7398 0.2560 0.0335 0.1196 0.0000 2.8594 1069.9964 0
N24 -4.0444 -0.1345 0.0494 0.3426 0.0000 -3.7018 3007.8460 0
N23 4.8956 0.6760 0.0599 0.1152 0.0000 5.0107 724.1663 0
N22 -5.2944 -0.0854 0.0647 1.3372 0.0000 -3.9573 6195.9797 0
N21 0.6484 0.1597 0.0079 1.0215 0.0000 1.6698 405.5887 0
N20 -0.2277 -0.0180 0.0028 0.0814 0.0000 -0.1463 1267.5296 0
N19 -1.3688 -0.0600 0.0167 0.5108 0.0000 -0.8580 2280.7555 0
N18 -4.4488 -0.1527 0.0544 0.5827 0.0000 -3.8660 2913.0568 0
N17 -2.3191 -0.0239 0.0284 0.6863 0.0000 -1.6328 9687.2837 0
N16 -2.6782 -0.0277 0.0327 0.7516 0.0000 -1.9265 9662.9433 0
N15 -1.6392 -0.0212 0.0200 2.0252 0.0000 0.3860 7733.2009 0
N14B -3.7753 -0.5656 0.0462 0.0152 0.0000 -3.7600 667.4249 0
N14A -0.9228 -0.0249 0.0113 0.1220 0.0500 -0.8508 3698.9284 0
N13 -6.1157 -0.1651 0.0748 0.0316 0.0000 -6.0841 3705.2717 0
N12 -7.3445 -0.1974 0.0898 0.1348 0.0000 -7.2097 3720.0140 0
N11 19.6935 0.4193 0.2408 0.8105 0.0000 20.5041 4695.8862 0
N10 -0.0442 -0.0105 0.0005 0.0325 0.0000 -0.0116 419.1967 0
N9 -1.0805 -0.2572 0.0132 0.0749 0.0000 -1.0056 420.1406 0
N8 -2.3989 -0.2941 0.0293 0.1441 0.0000 -2.2548 815.5705 0
N7 -0.6051 -0.1592 0.0074 0.0330 0.0000 -0.5721 380.0628 0
N6 0.3735 0.0236 0.0046 0.1463 0.0000 0.5198 1584.2935 0
N5 -0.2815 -0.0696 0.0034 0.0767 0.0000 -0.2049 404.6279 0
N4 -1.7794 -0.0497 0.0218 0.3315 0.0000 -1.4479 3580.1435 0
N3 -13.9430 -0.1686 0.1705 1.4439 0.0000 -12.4991 8268.1206 0
N2 -2.5352 -0.0154 0.0310 2.5338 0.0000 -0.0014 16410.2302 0
N1 -0.7948 -0.0048 0.0097 0.4372 0.0000 -0.3576 16411.3198 0
N50 -0.0003 0.0000 0.0000 0.0003 0.0000 0.0000 0.0000 0
N49 -0.3828 -0.9720 0.0047 0.0003 0.0000 -0.3825 39.3786 0
N51 1.4929 0.9152 0.0183 0.0003 0.0000 1.4932 163.1270 0
The total continuity error was -55.805 cubic meters
The remaining total volume was 22.049 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 128.1934 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N53 0.0000 0.0000 141.0101 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N52 0.0000 0.0000 51.6142 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N38 0.0000 0.0000 154.6105 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N51B 0.0000 0.0000 93.4259 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N50B 0.0000 0.0000 67.1125 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N49B 0.0000 0.0000 97.1369 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N47 0.0000 0.0000 221.6030 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N45 0.0000 0.0000 204.2640 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N43 0.0000 0.0000 125.9839 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N42 0.0000 0.0000 117.0465 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N44 0.0000 0.0000 170.6128 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N40 0.0000 0.0000 33.4196 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N39 0.0000 0.0000 88.5964 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N37 0.0000 0.0000 135.4259 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N36 0.0000 0.0000 169.0495 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N35 0.0000 0.0000 43.9774 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N31 0.0000 0.0000 202.5088 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N30 0.0000 0.0000 148.3034 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N29 0.0000 0.0000 387.8251 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N28 0.0000 0.0000 233.0075 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N27 0.0000 0.0000 413.1078 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N26 0.0000 0.0000 35.2605 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N23 0.0000 0.0000 364.6536 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N22 0.0000 0.0000 129.0348 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N21 0.0000 0.0000 203.6218 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N20 0.0000 0.0000 633.7508 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N19 0.0000 0.0000 506.3097 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N18 0.0000 0.0000 314.0865 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N17 0.0000 0.0000 83.2629 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N11 0.0000 0.0000 481.8783 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N10 0.0000 0.0000 209.6046 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N8 0.0000 0.0000 197.1946 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N7 0.0000 0.0000 189.7499 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N6 0.0000 0.0000 602.1416 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N5 0.0000 0.0000 202.2163 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N4 0.0000 0.0000 399.4543 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N2 0.0000 0.0000 199.0048 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 8206.3305 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 0.1443 0.0000
N53 0.0000 0.0000 0.0000 1.0831 0.0000
N52 0.0000 0.0000 0.0000 1.0865 0.0000
N38 0.0000 0.0000 0.0000 1.1044 0.0000
N51B 0.0000 0.0000 0.0000 1.2175 0.0000
N48 0.0000 0.0000 0.0000 1.0095 0.0000
N50B 0.0000 0.0000 0.0000 1.1883 0.0000
N49B 0.0000 0.0000 0.0000 1.2143 0.0000
N47 0.0000 0.0000 0.0000 0.7544 0.0000
N46 0.0000 0.0000 0.0000 1.0089 0.0000
N45 0.0000 0.0000 0.0000 1.0900 0.0000
N43 0.0000 0.0000 0.0000 0.0695 0.0000
N42 0.0000 0.0000 0.0000 0.0940 0.0000
N41 0.0000 0.0000 0.0000 0.6219 0.0000
N44 0.0000 0.0000 0.0000 0.0792 0.0000
N40 0.0000 0.0000 0.0000 0.9224 0.0000
N39 0.0000 0.0000 0.0000 1.0198 0.0000
N37 0.0000 0.0000 0.0000 0.0600 0.0000
N36 0.0000 0.0000 0.0000 1.3612 0.0000
N35 0.0000 0.0000 0.0000 1.2466 0.0000
N34 0.0000 0.0000 0.0000 0.3238 0.0000
N33 41.8472 0.0000 0.0000 1.9423 0.0000
N31 0.0000 0.0000 0.0000 0.0198 0.0000
N30 0.0000 0.0000 0.0000 1.6317 0.0000
N29 0.0000 0.0000 0.0000 0.1193 0.0000
N28 0.0000 0.0000 0.0000 0.0727 0.0000
N27 0.0000 0.0000 0.0000 1.3723 0.0000
N26 0.0000 0.0000 0.0000 0.1738 0.0000
N25 23.0833 0.0000 0.0000 0.8023 0.0000
N24 34.5722 0.0000 0.0000 1.5205 0.0000
N23 0.0000 0.0000 0.0000 0.1136 0.0000
N22 0.0000 0.0000 0.0000 1.6785 0.0000
N21 0.0000 0.0000 0.0000 1.0630 0.0000
N20 0.0000 0.0000 0.0000 0.7848 0.0000
N19 0.0000 0.0000 0.0000 0.7066 0.0000
N18 0.0000 0.0000 0.0000 1.2916 0.0000
N17 0.0000 0.0000 0.0000 1.3122 0.0000
N16 36.6389 0.0000 0.0000 1.7376 0.0000
N15 36.9167 0.0000 0.0000 1.1151 0.0000
N14B 0.0000 0.0000 0.0000 1.2551 0.0000
N14A 0.0000 0.0000 0.0000 1.0223 0.0000
N13 0.0000 0.0000 0.0000 0.6305 0.0000
N12 0.0000 0.0000 0.0000 0.6191 0.0000
N11 0.0000 0.0000 0.0000 0.7806 0.0000
N10 0.0000 0.0000 0.0000 0.6715 0.0000
N9 0.0000 0.0000 0.0000 1.0071 0.0000
N8 0.0000 0.0000 0.0000 1.0259 0.0000
N7 0.0000 0.0000 0.0000 1.0206 0.0000
N6 0.0000 0.0000 0.0000 1.0436 0.0000
N5 0.0000 0.0000 0.0000 1.0085 0.0000
N4 0.0000 0.0000 0.0000 1.0114 0.0000
N3 0.0000 0.0000 0.0000 0.7576 0.0000
N2 0.0000 0.0000 0.0000 0.7469 0.0000
N1 0.0000 0.0000 0.0000 0.7492 0.0000
N50 0.0000 0.0000 0.0000 0.0000 0.0000
N49 0.0000 0.0000 0.0000 0.0191 0.0000
N51 0.0000 0.0000 0.0000 0.0202 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 0.022 percent
The Junction with the largest average change was.N16 with 0.113 percent
The Conduit with the largest sinuosity was.......2217u with 4.713
*===================================================================*
| 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 128.1977 0.0178
N53 141.0172 0.0196
N52 51.6217 0.0072
N38 154.6149 0.0215
N51B 93.4403 0.0130
N50B 67.1244 0.0093
N49B 97.1528 0.0135
N47 221.6140 0.0308
N45 204.2760 0.0284
N43 125.9906 0.0175
N42 117.0632 0.0163
N44 170.6311 0.0237
N40 33.4251 0.0046
N39 88.6072 0.0123
N37 135.4405 0.0188
N36 169.0674 0.0235
N35 43.9860 0.0061
N31 202.5311 0.0281
N30 148.3233 0.0206
N29 387.8554 0.0539
N28 233.0322 0.0324
N27 413.1309 0.0574
N26 35.2611 0.0049
N23 364.7123 0.0507
N22 129.0422 0.0179
N21 203.6446 0.0283
N20 633.7283 0.0880
N19 506.3301 0.0703
N18 314.0909 0.0436
N17 83.2686 0.0116
N11 481.8814 0.0669
N10 209.6202 0.0291
N8 197.2071 0.0274
N7 189.7614 0.0264
N6 602.1460 0.0836
N5 202.2305 0.0281
N4 399.4786 0.0555
N2 199.0081 0.0276
N1 -8206.3305 -1.1398
Outflow Outflow Average
Junction Volume m^3 Outflow, cms
--------------- ------------ ------------
N1 8206.3305 1.1398
*=====================================================*
| Initial system volume = 0.0500 Cu M |
| Total system inflow volume = 8179.0600 Cu M |
| Inflow + Initial volume = 8179.1100 Cu M |
*=====================================================*
| Total system outflow = 8206.3305 Cu M |
| Volume left in system = 22.0486 Cu M |
| Evaporation = 0.0000 Cu M |
| Outflow + Final Volume = 8228.3791 Cu M |
*=====================================================*
*===============================================*
| Total Model Continuity Error |
| Error in Continuity, Percent = -0.6024 |
| Error in Continuity, m^3 = -49.269 |
| + Error means a continuity loss, - a gain |
*===============================================*
###################################################
# Table E22. Numerical Model judgement section #
###################################################
Your overall error was -0.6024 percent
Worst nodal error was in node N11 with 0.4194 percent
Of the total inflow this loss was 0.2408 percent
Your overall continuity error was Excellent
Excellent Efficiency
Efficiency of the simulation 1.53
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\d5y1hr.out
*==============================================================*
| SWMM Simulation Date and Time Summary |
*==============================================================*
| Starting Date... October 9, 2017 Time... 20:57:49: 9 |
| Ending Date... October 9, 2017 Time... 20:57:59:64 |
| Elapsed Time... 0.17583 minutes or 10.55000 seconds |
*==============================================================*
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