Original source · versioned page text
d50y25m.out
From the archive XPXtrm.zip, inside Further information re: stormwater modelling - REC17/0011. File date in the archive: 2017-10-09 20:46.
Natural
0302u N3 N2 1.1000 1.0500 2.0143 1.9734 Rectangle
14b14ao N14B N14A 2.9900 2.5000 3.1204 2.8956 Natural
14b14au N14B N14A 1.8000 1.6000 3.1204 2.8956 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 -1.6171 -0.6004 0.0191 0.0600 0.0000 -1.5571 269.2922 0
N53 -0.8962 -0.1583 0.0106 0.0642 0.0000 -0.8320 566.0831 0
N52 1.9333 0.2879 0.0228 0.0360 0.0000 1.9693 671.4476 0
N38 -7.3513 -0.3455 0.0869 0.1367 0.0000 -7.2145 2127.7779 0
N51B -0.6381 -0.1315 0.0075 0.0682 0.0000 -0.5699 485.2285 0
N48 -0.9379 -0.1875 0.0111 0.0733 0.0000 -0.8646 500.1653 0
N50B 0.2313 0.1688 0.0027 1.0035 0.0000 1.2348 136.4845 0
N49B -0.2865 -0.0898 0.0034 0.0097 0.0000 -0.2768 318.9184 0
N47 -0.2317 -0.0485 0.0027 0.0199 0.0000 -0.2117 477.2865 0
N46 -3.5841 -0.6142 0.0423 0.0558 0.0000 -3.5284 583.5513 0
N45 15.3728 1.0270 0.1816 0.2138 0.0000 15.5866 1496.7902 0
N43 -0.1069 -0.0406 0.0013 0.0147 0.0000 -0.0922 263.2100 0
N42 -0.3587 -0.0710 0.0042 0.0266 0.0000 -0.3321 505.1923 0
N41 1.1686 0.2317 0.0138 0.0232 0.0000 1.1918 504.3856 0
N44 -2.6226 -0.7383 0.0310 0.0149 0.0000 -2.6077 355.2015 0
N40 -8.7962 -0.9374 0.1039 0.0708 0.0000 -8.7253 938.3539 0
N39 -0.8542 -0.4649 0.0101 0.0111 0.0000 -0.8431 183.7444 0
N37 -3.3397 -1.1809 0.0395 0.0185 0.0000 -3.3212 282.8051 0
N36 18.5053 0.5883 0.2186 0.0529 0.0000 18.5582 3145.6501 0
N35 2.6786 0.0833 0.0316 0.7002 0.0000 3.3788 3213.7166 0
N34 -16.5874 -0.9115 0.1960 1.4527 0.0000 -15.1347 1819.1567 0
N33 -1.5804 -0.1123 0.0187 0.1525 0.0000 -1.4279 1406.6440 0
N31 -6.7904 -1.5991 0.0802 0.0804 0.0000 -6.7100 424.5888 0
N30 -16.7043 -0.7503 0.1974 0.2966 0.0000 -16.4077 2226.2826 0
N29 3.1403 0.2127 0.0371 0.4460 0.0000 3.5863 1476.1465 0
N28 -1.2701 -0.2633 0.0150 0.0262 0.0000 -1.2439 482.4458 0
N27 -0.6365 -0.0476 0.0075 0.7987 0.0000 0.1622 1337.3978 0
N26 -12.4197 -1.8602 0.1467 1.0577 0.0000 -11.3621 667.1108 0
N25 4.5737 0.6099 0.0540 0.0737 0.0000 4.6473 749.8879 0
N24 -5.3666 -0.2326 0.0634 0.2448 0.0000 -5.1219 2307.2147 0
N23 -1.4181 -0.1880 0.0168 0.0655 0.0000 -1.3526 754.1165 0
N22 -2.2963 -0.0349 0.0271 1.1139 0.0000 -1.1824 6579.4596 0
N21 1.9350 0.4627 0.0229 1.0125 0.0000 2.9475 417.6731 0
N20 -3.5496 -0.2705 0.0419 0.0566 0.0000 -3.4929 1312.4060 0
N19 -3.4336 -0.1450 0.0406 0.3375 0.0000 -3.0961 2368.0153 0
N18 49.0849 1.6499 0.5800 0.3887 0.0000 49.4736 2974.7787 0
N17 -3.7351 -0.0370 0.0441 0.4635 0.0000 -3.2716 10095.8384 0
N16 -1.8972 -0.0247 0.0224 0.4533 0.0000 -1.4440 7690.2815 0
N15 -0.4586 -0.0078 0.0054 1.3666 0.0000 0.9080 5856.6604 0
N14B -11.2973 -0.3356 0.1335 0.0147 0.0000 -11.2827 3366.5419 0
N14A -0.1906 -0.0032 0.0023 0.1188 0.0500 -0.1218 5933.9726 0
N13 -6.2424 -0.1051 0.0738 0.0296 0.0000 -6.2128 5939.6949 0
N12 63.7185 1.0697 0.7529 0.1009 0.0000 63.8195 5956.4911 0
N11 74.9923 1.0670 0.8861 0.5253 0.0000 75.5175 7028.3910 0
N10 -0.1811 -0.0419 0.0021 0.0197 0.0000 -0.1614 432.1717 0
N9 -0.6429 -0.1485 0.0076 0.0443 0.0000 -0.5985 432.8317 0
N8 2.7887 0.3657 0.0329 0.0935 0.0000 2.8822 762.4967 0
N7 -0.4342 -0.1109 0.0051 0.0208 0.0000 -0.4134 391.5191 0
N6 5.0260 0.3086 0.0594 0.0993 0.0000 5.1253 1628.5933 0
N5 0.8470 0.2037 0.0100 0.0514 0.0000 0.8984 415.7937 0
N4 -3.6279 -0.1061 0.0429 0.2240 0.0000 -3.4039 3418.1455 0
N3 -17.0847 -0.1644 0.2019 0.8902 0.0000 -16.1944 10389.6661 0
N2 -1.2189 -0.0073 0.0144 1.6995 0.0000 0.4806 16674.9720 0
N1 -0.7873 -0.0047 0.0093 0.2881 0.0000 -0.4992 16675.4610 0
N50 0.3242 1.9309 0.0038 0.0003 0.0000 0.3245 16.7903 0
N49 3.9190 3.6794 0.0463 0.0003 0.0000 3.9193 106.5123 0
N51 4.4238 2.3216 0.0523 0.0003 0.0000 4.4241 190.5513 0
The total continuity error was 103.19 cubic meters
The remaining total volume was 16.782 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 133.9144 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N53 0.0000 0.0000 147.2757 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N52 0.0000 0.0000 53.3210 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N38 0.0000 0.0000 159.8667 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N51B 0.0000 0.0000 96.4932 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N50B 0.0000 0.0000 68.8737 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N49B 0.0000 0.0000 100.3020 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N47 0.0000 0.0000 230.3434 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N45 0.0000 0.0000 212.2546 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N43 0.0000 0.0000 131.5736 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N42 0.0000 0.0000 120.7516 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N44 0.0000 0.0000 176.3195 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N40 0.0000 0.0000 34.3875 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N39 0.0000 0.0000 91.4666 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N37 0.0000 0.0000 139.7622 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N36 0.0000 0.0000 174.5849 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N35 0.0000 0.0000 45.2435 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N31 0.0000 0.0000 209.0055 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N30 0.0000 0.0000 153.0990 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N29 0.0000 0.0000 400.7876 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N28 0.0000 0.0000 240.6110 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N27 0.0000 0.0000 426.9292 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N26 0.0000 0.0000 36.5696 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N23 0.0000 0.0000 376.4809 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N22 0.0000 0.0000 134.7544 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N21 0.0000 0.0000 210.3176 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N20 0.0000 0.0000 654.5874 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N19 0.0000 0.0000 524.5746 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N18 0.0000 0.0000 326.6831 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N17 0.0000 0.0000 86.4555 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N11 0.0000 0.0000 502.9376 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N10 0.0000 0.0000 216.0340 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N8 0.0000 0.0000 203.2227 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N7 0.0000 0.0000 195.5731 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N6 0.0000 0.0000 620.9621 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N5 0.0000 0.0000 208.3882 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N4 0.0000 0.0000 411.5644 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N2 0.0000 0.0000 207.5713 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 8338.7701 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 0.1779 0.0000
N53 0.0000 0.0000 0.0000 1.1199 0.0000
N52 0.0000 0.0000 0.0000 1.1326 0.0000
N38 0.0000 0.0000 0.0000 1.1532 0.0000
N51B 0.0000 0.0000 0.0000 1.2223 0.0000
N48 0.0000 0.0000 0.0000 1.0103 0.0000
N50B 0.0000 0.0000 0.0000 1.2087 0.0000
N49B 0.0000 0.0000 0.0000 1.2198 0.0000
N47 0.0000 0.0000 0.0000 1.0409 0.0000
N46 0.0000 0.0000 0.0000 1.0704 0.0000
N45 0.0000 0.0000 0.0000 1.1163 0.0000
N43 0.0000 0.0000 0.0000 0.0830 0.0000
N42 0.0000 0.0000 0.0000 0.1116 0.0000
N41 0.0000 0.0000 0.0000 1.0698 0.0000
N44 0.0000 0.0000 0.0000 0.0965 0.0000
N40 0.0000 0.0000 0.0000 1.0983 0.0000
N39 0.0000 0.0000 0.0000 1.0288 0.0000
N37 0.0000 0.0000 0.0000 0.0724 0.0000
N36 0.0000 0.0000 0.0000 1.3933 0.0000
N35 0.0000 0.0000 0.0000 1.3062 0.0000
N34 0.0000 0.0000 0.0000 0.5324 0.0000
N33 34.7083 0.0000 0.0000 2.0310 0.0000
N31 0.0000 0.0000 0.0000 0.0261 0.0000
N30 0.0000 0.0000 0.0000 1.6711 0.0000
N29 0.0000 0.0000 0.0000 0.1571 0.0000
N28 0.0000 0.0000 0.0000 0.0864 0.0000
N27 0.0000 0.0000 0.0000 1.3873 0.0000
N26 0.0000 0.0000 0.0000 0.2407 0.0000
N25 21.1389 0.0000 0.0000 0.8513 0.0000
N24 26.6778 0.0000 0.0000 1.6314 0.0000
N23 0.0000 0.0000 0.0000 0.1280 0.0000
N22 0.0000 0.0000 0.0000 1.8156 0.0000
N21 0.0000 0.0000 0.0000 1.2206 0.0000
N20 0.0000 0.0000 0.0000 1.0352 0.0000
N19 0.0000 0.0000 0.0000 1.5862 0.0000
N18 0.0000 0.0000 0.0000 1.3491 0.0000
N17 0.0000 0.0000 0.0000 1.4705 0.0000
N16 28.6944 0.0000 0.0000 1.8863 0.0000
N15 28.9464 0.0000 0.0000 1.3040 0.0000
N14B 0.0000 0.0000 0.0000 1.3204 0.0000
N14A 0.0000 0.0000 0.0000 1.2956 0.0000
N13 0.0000 0.0000 0.0000 0.8359 0.0000
N12 0.0000 0.0000 0.0000 0.8612 0.0000
N11 0.0000 0.0000 0.0000 1.0039 0.0000
N10 0.0000 0.0000 0.0000 1.0202 0.0000
N9 0.0000 0.0000 0.0000 1.0290 0.0000
N8 0.0000 0.0000 0.0000 1.0526 0.0000
N7 0.0000 0.0000 0.0000 1.0373 0.0000
N6 0.0000 0.0000 0.0000 1.0743 0.0000
N5 0.0000 0.0000 0.0000 1.0299 0.0000
N4 0.0000 0.0000 0.0000 1.1741 0.0000
N3 0.0000 0.0000 0.0000 0.9143 0.0000
N2 0.0000 0.0000 0.0000 0.9234 0.0000
N1 0.0000 0.0000 0.0000 0.9225 0.0000
N50 0.0000 0.0000 0.0000 0.0110 0.0000
N49 0.0000 0.0000 0.0000 0.0264 0.0000
N51 0.0000 0.0000 0.0000 0.0257 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 0.037 percent
The Junction with the largest average change was.N16 with 0.117 percent
The Conduit with the largest sinuosity was.......2217u with 5.100
*===================================================================*
| 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 133.9078 0.0186
N53 147.2697 0.0205
N52 53.3210 0.0074
N38 159.8580 0.0222
N51B 96.4934 0.0134
N50B 68.8748 0.0096
N49B 100.3024 0.0139
N47 230.3321 0.0320
N45 212.2452 0.0295
N43 131.5685 0.0183
N42 120.7518 0.0168
N44 176.3168 0.0245
N40 34.3879 0.0048
N39 91.4659 0.0127
N37 139.7603 0.0194
N36 174.5822 0.0242
N35 45.2446 0.0063
N31 209.0029 0.0290
N30 153.0985 0.0213
N29 400.7772 0.0557
N28 240.6073 0.0334
N27 426.9130 0.0593
N26 36.5674 0.0051
N23 376.4855 0.0523
N22 134.7494 0.0187
N21 210.3159 0.0292
N20 654.5251 0.0909
N19 524.5493 0.0729
N18 326.6615 0.0454
N17 86.4523 0.0120
N11 502.9018 0.0698
N10 216.0281 0.0300
N8 203.2159 0.0282
N7 195.5663 0.0272
N6 620.9214 0.0862
N5 208.3820 0.0289
N4 411.5501 0.0572
N2 207.5578 0.0288
N1 -8338.7701 -1.1582
Outflow Outflow Average
Junction Volume m^3 Outflow, cms
--------------- ------------ ------------
N1 8338.7701 1.1582
*=====================================================*
| Initial system volume = 0.0500 Cu M |
| Total system inflow volume = 8463.8431 Cu M |
| Inflow + Initial volume = 8463.8931 Cu M |
*=====================================================*
| Total system outflow = 8338.7701 Cu M |
| Volume left in system = 16.7825 Cu M |
| Evaporation = 0.0000 Cu M |
| Outflow + Final Volume = 8355.5526 Cu M |
*=====================================================*
*===============================================*
| Total Model Continuity Error |
| Error in Continuity, Percent = 1.2192 |
| Error in Continuity, m^3 = 103.191 |
| + Error means a continuity loss, - a gain |
*===============================================*
###################################################
# Table E22. Numerical Model judgement section #
###################################################
Your overall error was 1.2192 percent
Worst nodal error was in node N11 with 1.0670 percent
Of the total inflow this loss was 0.8860 percent
Your overall continuity error was Great
Excellent Efficiency
Efficiency of the simulation 1.76
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\d50y25m.out
*==============================================================*
| SWMM Simulation Date and Time Summary |
*==============================================================*
| Starting Date... October 9, 2017 Time... 20:46:23:81 |
| Ending Date... October 9, 2017 Time... 20:46:34:37 |
| Elapsed Time... 0.17600 minutes or 10.56000 seconds |
*==============================================================*
See the original
The page text is free to read. Viewing or downloading an original file needs an account.
Log in to see the originalSearchable page text hides email addresses. Original files are unchanged and may show email addresses.