Original source · versioned page text
d50y1hr.out
From the archive XPXtrm.zip, inside Further information re: stormwater modelling - REC17/0011. File date in the archive: 2017-10-09 20:45.
Natural
0302u N3 N2 1.1000 1.0500 2.0247 1.9842 Rectangle
14b14ao N14B N14A 2.9900 2.5000 3.1193 2.8910 Natural
14b14au N14B N14A 1.8000 1.6000 3.1193 2.8910 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 -1.4710 -0.3655 0.0116 0.1134 0.0000 -1.3576 402.3724 0
N53 -0.8540 -0.1010 0.0067 0.1270 0.0000 -0.7270 845.4061 0
N52 0.8670 0.0862 0.0068 0.0647 0.0000 0.9317 1005.4224 0
N38 -8.2684 -0.2584 0.0650 0.2442 0.0000 -8.0241 3199.3973 0
N51B -0.5343 -0.0720 0.0042 0.1228 0.0000 -0.4115 741.9127 0
N48 -0.6344 -0.0769 0.0050 0.1313 0.0000 -0.5031 824.5524 0
N50B 0.1947 0.0941 0.0015 1.0066 0.0000 1.2013 206.3931 0
N49B -0.4100 -0.0825 0.0032 0.0182 0.0000 -0.3917 497.1942 0
N47 -0.6694 -0.0953 0.0053 0.0326 0.0000 -0.6368 702.2161 0
N46 -4.4041 -0.5303 0.0346 0.0941 0.0000 -4.3100 830.4966 0
N45 5.4337 0.2371 0.0427 0.3553 0.0000 5.7890 2291.2930 0
N43 -0.1394 -0.0354 0.0011 0.0243 0.0000 -0.1151 394.0651 0
N42 -0.6705 -0.0885 0.0053 0.0454 0.0000 -0.6251 758.0659 0
N41 0.0477 0.0063 0.0004 0.0426 0.0000 0.0903 758.6676 0
N44 -1.7473 -0.3285 0.0137 0.0268 0.0000 -1.7204 531.8297 0
N40 -15.9067 -1.1270 0.1250 0.1251 0.0000 -15.7816 1411.3778 0
N39 -2.0443 -0.7379 0.0161 0.0205 0.0000 -2.0238 277.0381 0
N37 -1.9729 -0.4672 0.0155 0.0347 0.0000 -1.9383 422.2770 0
N36 4.7888 0.1077 0.0376 0.0962 0.0000 4.8850 4448.4379 0
N35 -4.0426 -0.0882 0.0318 0.8599 0.0000 -3.1827 4582.4739 0
N34 -1.9200 -0.0812 0.0151 1.7132 0.0000 -0.2068 2362.2745 0
N33 -1.0224 -0.0460 0.0080 0.2450 0.0000 -0.7774 2223.6485 0
N31 4.6825 0.7506 0.0368 0.1477 0.0000 4.8301 623.7326 0
N30 -23.6859 -0.7571 0.1861 0.4283 0.0000 -23.2577 3128.2208 0
N29 1.8767 0.0925 0.0147 0.5440 0.0000 2.4207 2028.3137 0
N28 -1.3200 -0.1821 0.0104 0.0489 0.0000 -1.2711 724.8736 0
N27 -2.4074 -0.1196 0.0189 0.9251 0.0000 -1.4824 2011.6579 0
N26 -7.6837 -0.9368 0.0604 1.2005 0.0000 -6.4833 819.5750 0
N25 2.9089 0.2226 0.0229 0.1293 0.0000 3.0382 1306.7681 0
N24 -4.2002 -0.1132 0.0330 0.3730 0.0000 -3.8272 3710.9458 0
N23 1.4604 0.1292 0.0115 0.1193 0.0000 1.5797 1129.9603 0
N22 -3.8624 -0.0393 0.0304 1.5291 0.0000 -2.3333 9834.7813 0
N21 1.5473 0.2455 0.0122 1.0227 0.0000 2.5700 629.6673 0
N20 0.9998 0.0507 0.0079 0.0883 0.0000 1.0881 1972.5291 0
N19 -6.2798 -0.1767 0.0494 0.5588 0.0000 -5.7210 3553.5097 0
N18 29.0238 0.6435 0.2281 0.6377 0.0000 29.6615 4509.9692 0
N17 -9.3980 -0.0618 0.0739 0.7573 0.0000 -8.6407 15211.2195 0
N16 -2.6010 -0.0214 0.0204 0.8266 0.0000 -1.7744 12150.7099 0
N15 -0.6704 -0.0073 0.0053 2.2207 0.0000 1.5503 9214.6870 0
N14B -11.2480 -0.2530 0.0884 0.0153 0.0000 -11.2327 4445.7330 0
N14A -2.8895 -0.0336 0.0227 0.1229 0.0500 -2.8166 8598.4617 0
N13 -7.5255 -0.0874 0.0591 0.0327 0.0000 -7.4928 8608.0260 0
N12 52.0927 0.6044 0.4094 0.1503 0.0000 52.2429 8619.1908 0
N11 42.8082 0.4168 0.3364 0.9126 0.0000 43.7208 10270.8403 0
N10 -0.8383 -0.1288 0.0066 0.0347 0.0000 -0.8036 650.9970 0
N9 -0.7962 -0.1220 0.0063 0.0799 0.0000 -0.7162 652.4187 0
N8 1.8897 0.1566 0.0149 0.1503 0.0000 2.0400 1206.4558 0
N7 -2.1708 -0.3674 0.0171 0.0355 0.0000 -2.1354 590.8161 0
N6 -0.7610 -0.0309 0.0060 0.1534 0.0000 -0.6076 2464.3570 0
N5 -0.1900 -0.0303 0.0015 0.0787 0.0000 -0.1113 627.3881 0
N4 -0.5669 -0.0107 0.0045 0.3444 0.0000 -0.2226 5295.4563 0
N3 -24.7082 -0.1589 0.1942 1.6383 0.0000 -23.0699 15544.0712 0
N2 -3.4034 -0.0134 0.0267 2.8090 0.0000 -0.5945 25401.3889 0
N1 -1.4482 -0.0057 0.0114 0.4846 0.0000 -0.9637 25402.9499 0
N50 -0.0266 -0.2671 0.0002 0.0003 0.0000 -0.0263 9.9639 0
N49 2.8262 2.2387 0.0222 0.0003 0.0000 2.8265 126.2421 0
N51 1.8942 0.6654 0.0149 0.0003 0.0000 1.8945 284.6785 0
The total continuity error was -10.051 cubic meters
The remaining total volume was 24.144 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 200.5315 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N53 0.0000 0.0000 220.4975 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N52 0.0000 0.0000 80.1583 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N38 0.0000 0.0000 240.5015 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N51B 0.0000 0.0000 145.0769 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N50B 0.0000 0.0000 103.8112 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N49B 0.0000 0.0000 150.8256 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N47 0.0000 0.0000 345.8358 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N45 0.0000 0.0000 318.6716 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N43 0.0000 0.0000 196.9826 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N42 0.0000 0.0000 181.6094 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N44 0.0000 0.0000 265.0646 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N40 0.0000 0.0000 51.7705 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N39 0.0000 0.0000 137.5302 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N37 0.0000 0.0000 210.1847 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N36 0.0000 0.0000 262.4940 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N35 0.0000 0.0000 68.1094 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N31 0.0000 0.0000 314.3081 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N30 0.0000 0.0000 230.2020 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N29 0.0000 0.0000 602.5363 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N28 0.0000 0.0000 361.7901 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N27 0.0000 0.0000 642.0305 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N26 0.0000 0.0000 54.9495 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N23 0.0000 0.0000 565.8714 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N22 0.0000 0.0000 201.7355 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N21 0.0000 0.0000 316.1137 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N20 0.0000 0.0000 986.9098 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N19 0.0000 0.0000 788.4249 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N18 0.0000 0.0000 490.5338 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N17 0.0000 0.0000 129.7892 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N11 0.0000 0.0000 754.3006 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N10 0.0000 0.0000 325.1221 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N8 0.0000 0.0000 305.9034 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N7 0.0000 0.0000 294.3809 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N6 0.0000 0.0000 935.4412 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N5 0.0000 0.0000 313.6522 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N4 0.0000 0.0000 619.5873 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N2 0.0000 0.0000 311.3223 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 12702.7462 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 0.1738 0.0000
N53 0.0000 0.0000 0.0000 1.1127 0.0000
N52 0.0000 0.0000 0.0000 1.1236 0.0000
N38 0.0000 0.0000 0.0000 1.1465 0.0000
N51B 0.0000 0.0000 0.0000 1.2217 0.0000
N48 0.0000 0.0000 0.0000 1.0102 0.0000
N50B 0.0000 0.0000 0.0000 1.2083 0.0000
N49B 0.0000 0.0000 0.0000 1.2192 0.0000
N47 0.0000 0.0000 0.0000 1.0257 0.0000
N46 0.0000 0.0000 0.0000 1.0620 0.0000
N45 0.0000 0.0000 0.0000 1.1118 0.0000
N43 0.0000 0.0000 0.0000 0.0809 0.0000
N42 0.0000 0.0000 0.0000 0.1089 0.0000
N41 0.0000 0.0000 0.0000 1.0633 0.0000
N44 0.0000 0.0000 0.0000 0.0941 0.0000
N40 0.0000 0.0000 0.0000 1.0927 0.0000
N39 0.0000 0.0000 0.0000 1.0274 0.0000
N37 0.0000 0.0000 0.0000 0.0704 0.0000
N36 0.0000 0.0000 0.0000 1.3892 0.0000
N35 0.0000 0.0000 0.0000 1.2991 0.0000
N34 0.0000 0.0000 0.0000 0.5194 0.0000
N33 54.4306 0.0000 0.0000 2.0279 0.0000
N31 0.0000 0.0000 0.0000 0.0250 0.0000
N30 0.0000 0.0000 0.0000 1.6656 0.0000
N29 0.0000 0.0000 0.0000 0.1495 0.0000
N28 0.0000 0.0000 0.0000 0.0842 0.0000
N27 0.0000 0.0000 0.0000 1.3831 0.0000
N26 0.0000 0.0000 0.0000 0.2305 0.0000
N25 33.9611 0.0000 0.0000 0.8500 0.0000
N24 45.9861 0.0000 0.0000 1.6287 0.0000
N23 0.0000 0.0000 0.0000 0.1251 0.0000
N22 0.0000 0.0000 0.0000 1.8122 0.0000
N21 0.0000 0.0000 0.0000 1.2175 0.0000
N20 0.0000 0.0000 0.0000 1.0327 0.0000
N19 0.0000 0.0000 0.0000 1.5730 0.0000
N18 0.0000 0.0000 0.0000 1.3477 0.0000
N17 0.0000 0.0000 0.0000 1.4674 0.0000
N16 48.3056 0.0000 0.0000 1.8854 0.0000
N15 48.6667 0.0000 0.0000 1.3078 0.0000
N14B 0.0000 0.0000 0.0000 1.3193 0.0000
N14A 0.0000 0.0000 0.0000 1.2910 0.0000
N13 0.0000 0.0000 0.0000 0.8330 0.0000
N12 0.0000 0.0000 0.0000 0.8610 0.0000
N11 0.0000 0.0000 0.0000 1.0088 0.0000
N10 0.0000 0.0000 0.0000 1.0162 0.0000
N9 0.0000 0.0000 0.0000 1.0251 0.0000
N8 0.0000 0.0000 0.0000 1.0494 0.0000
N7 0.0000 0.0000 0.0000 1.0347 0.0000
N6 0.0000 0.0000 0.0000 1.0696 0.0000
N5 0.0000 0.0000 0.0000 1.0270 0.0000
N4 0.0000 0.0000 0.0000 1.1650 0.0000
N3 0.0000 0.0000 0.0000 0.9247 0.0000
N2 0.0000 0.0000 0.0000 0.9342 0.0000
N1 0.0000 0.0000 0.0000 0.9359 0.0000
N50 0.0000 0.0000 0.0000 0.0094 0.0000
N49 0.0000 0.0000 0.0000 0.0253 0.0000
N51 0.0000 0.0000 0.0000 0.0248 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 0.029 percent
The Junction with the largest average change was.N16 with 0.140 percent
The Conduit with the largest sinuosity was.......2217u with 4.871
*===================================================================*
| 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 200.5300 0.0279
N53 220.4977 0.0306
N52 80.1620 0.0111
N38 240.4989 0.0334
N51B 145.0843 0.0202
N50B 103.8176 0.0144
N49B 150.8339 0.0209
N47 345.8354 0.0480
N45 318.6728 0.0443
N43 196.9831 0.0274
N42 181.6176 0.0252
N44 265.0722 0.0368
N40 51.7734 0.0072
N39 137.5351 0.0191
N37 210.1908 0.0292
N36 262.5013 0.0365
N35 68.1142 0.0095
N31 314.3175 0.0437
N30 230.2115 0.0320
N29 602.5448 0.0837
N28 361.8003 0.0503
N27 642.0327 0.0892
N26 54.9486 0.0076
N23 565.9013 0.0786
N22 201.7364 0.0280
N21 316.1233 0.0439
N20 986.8662 0.1371
N19 788.4208 0.1095
N18 490.5249 0.0681
N17 129.7905 0.0180
N11 754.2840 0.1048
N10 325.1263 0.0452
N8 305.9057 0.0425
N7 294.3828 0.0409
N6 935.4220 0.1299
N5 313.6556 0.0436
N4 619.5914 0.0861
N2 311.3170 0.0432
N1 -12702.7462 -1.7643
Outflow Outflow Average
Junction Volume m^3 Outflow, cms
--------------- ------------ ------------
N1 12702.7462 1.7643
*=====================================================*
| Initial system volume = 0.0500 Cu M |
| Total system inflow volume = 12724.5604 Cu M |
| Inflow + Initial volume = 12724.6104 Cu M |
*=====================================================*
| Total system outflow = 12702.7462 Cu M |
| Volume left in system = 24.1444 Cu M |
| Evaporation = 0.0000 Cu M |
| Outflow + Final Volume = 12726.8906 Cu M |
*=====================================================*
*===============================================*
| Total Model Continuity Error |
| Error in Continuity, Percent = -0.0179 |
| Error in Continuity, m^3 = -2.280 |
| + Error means a continuity loss, - a gain |
*===============================================*
###################################################
# Table E22. Numerical Model judgement section #
###################################################
Your overall error was -0.0179 percent
Worst nodal error was in node N12 with 0.6044 percent
Of the total inflow this loss was 0.4094 percent
Your overall continuity error was Excellent
Excellent Efficiency
Efficiency of the simulation 1.67
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\d50y1hr.out
*==============================================================*
| SWMM Simulation Date and Time Summary |
*==============================================================*
| Starting Date... October 9, 2017 Time... 20:44:57:20 |
| Ending Date... October 9, 2017 Time... 20:45: 8:57 |
| Elapsed Time... 0.18950 minutes or 11.37000 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.