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d20y1hr.out
From the archive XPXtrm.zip, inside Further information re: stormwater modelling - REC17/0011. File date in the archive: 2017-10-09 20:49.
Natural
0302u N3 N2 1.1000 1.0500 1.9783 1.9327 Rectangle
14b14ao N14B N14A 2.9900 2.5000 3.1060 2.8293 Natural
14b14au N14B N14A 1.8000 1.6000 3.1060 2.8293 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 -0.8755 -0.2548 0.0080 0.1085 0.0000 -0.7670 343.5579 0
N53 -1.8771 -0.2596 0.0172 0.1213 0.0000 -1.7558 723.0290 0
N52 0.4993 0.0580 0.0046 0.0622 0.0000 0.5615 861.4675 0
N38 -8.5829 -0.3128 0.0788 0.2351 0.0000 -8.3478 2744.1918 0
N51B -0.5874 -0.0866 0.0054 0.1185 0.0000 -0.4689 678.3785 0
N48 -1.2645 -0.1629 0.0116 0.1265 0.0000 -1.1381 776.1179 0
N50B 0.3072 0.1733 0.0028 1.0065 0.0000 1.3137 176.7761 0
N49B -0.5390 -0.1258 0.0049 0.0177 0.0000 -0.5213 428.3507 0
N47 -0.1783 -0.0298 0.0016 0.0313 0.0000 -0.1470 597.7806 0
N46 -3.0410 -0.4402 0.0279 0.0903 0.0000 -2.9507 690.7055 0
N45 10.2524 0.5112 0.0941 0.3415 0.0000 10.5939 2005.4371 0
N43 -0.1099 -0.0326 0.0010 0.0236 0.0000 -0.0863 336.9040 0
N42 -0.6439 -0.0992 0.0059 0.0441 0.0000 -0.5999 648.9127 0
N41 0.3534 0.0544 0.0032 0.0412 0.0000 0.3946 649.1094 0
N44 -1.5436 -0.3388 0.0142 0.0260 0.0000 -1.5176 455.6519 0
N40 -14.4186 -1.1927 0.1323 0.1207 0.0000 -14.2979 1208.8468 0
N39 -2.2705 -0.9542 0.0208 0.0199 0.0000 -2.2507 237.9430 0
N37 -1.6645 -0.4600 0.0153 0.0335 0.0000 -1.6310 361.8327 0
N36 4.5270 0.1275 0.0415 0.0924 0.0000 4.6194 3551.0207 0
N35 -4.0774 -0.1112 0.0374 0.8217 0.0000 -3.2557 3665.7442 0
N34 -5.5381 -0.3429 0.0508 1.6425 0.0000 -3.8956 1614.2274 0
N33 -0.9026 -0.0438 0.0083 0.2351 0.0000 -0.6675 2058.4131 0
N31 4.8317 0.9053 0.0443 0.1431 0.0000 4.9748 533.6561 0
N30 -19.2169 -0.7365 0.1764 0.4162 0.0000 -18.8007 2608.8613 0
N29 1.3356 0.0800 0.0123 0.5286 0.0000 1.8642 1668.9838 0
N28 -1.1471 -0.1847 0.0105 0.0473 0.0000 -1.0998 621.0631 0
N27 -1.8187 -0.1055 0.0167 0.9031 0.0000 -0.9155 1722.8011 0
N26 -9.3586 -1.4826 0.0859 1.1705 0.0000 -8.1882 630.6552 0
N25 2.9303 0.2458 0.0269 0.1243 0.0000 3.0546 1191.9624 0
N24 -4.1934 -0.1233 0.0385 0.3590 0.0000 -3.8343 3400.6806 0
N23 2.3934 0.2474 0.0220 0.1172 0.0000 2.5106 967.2530 0
N22 -5.3664 -0.0639 0.0493 1.4637 0.0000 -3.9027 8393.8304 0
N21 1.1470 0.2124 0.0105 1.0221 0.0000 2.1691 539.5692 0
N20 0.7652 0.0453 0.0070 0.0849 0.0000 0.8500 1688.6280 0
N19 -3.8827 -0.1277 0.0356 0.5330 0.0000 -3.3497 3040.5806 0
N18 19.8717 0.5145 0.1824 0.6082 0.0000 20.4799 3861.8630 0
N17 -4.0729 -0.0313 0.0374 0.7242 0.0000 -3.3486 13000.1892 0
N16 -2.7260 -0.0244 0.0250 0.7921 0.0000 -1.9339 11188.7824 0
N15 -1.1004 -0.0128 0.0101 2.1333 0.0000 1.0329 8613.8237 0
N14B -10.6553 -0.3668 0.0978 0.0153 0.0000 -10.6400 2904.6093 0
N14A -0.5157 -0.0078 0.0047 0.1225 0.0500 -0.4432 6639.4882 0
N13 -6.1885 -0.0931 0.0568 0.0321 0.0000 -6.1563 6645.0587 0
N12 25.3230 0.3805 0.2324 0.1421 0.0000 25.4652 6655.2490 0
N11 49.6809 0.6202 0.4560 0.8572 0.0000 50.5381 8010.4463 0
N10 -0.3405 -0.0611 0.0031 0.0336 0.0000 -0.3069 557.5252 0
N9 -0.6675 -0.1196 0.0061 0.0773 0.0000 -0.5901 558.2820 0
N8 -3.1261 -0.2961 0.0287 0.1468 0.0000 -2.9793 1055.6139 0
N7 -1.0591 -0.2095 0.0097 0.0342 0.0000 -1.0249 505.5418 0
N6 0.5680 0.0269 0.0052 0.1494 0.0000 0.7174 2108.4170 0
N5 0.1040 0.0194 0.0010 0.0774 0.0000 0.1814 537.4064 0
N4 -2.0702 -0.0448 0.0190 0.3364 0.0000 -1.7337 4623.4568 0
N3 -19.3172 -0.1533 0.1773 1.5400 0.0000 -17.7772 12600.5501 0
N2 -2.2958 -0.0105 0.0211 2.6841 0.0000 0.3883 21760.5993 0
N1 -1.0250 -0.0047 0.0094 0.4625 0.0000 -0.5625 21760.4577 0
N50 0.0423 0.7066 0.0004 0.0003 0.0000 0.0426 5.9820 0
N49 2.8525 3.0765 0.0262 0.0003 0.0000 2.8528 92.7184 0
N51 1.7928 0.7624 0.0165 0.0003 0.0000 1.7931 235.1645 0
The total continuity error was -18.681 cubic meters
The remaining total volume was 23.243 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 171.4189 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N53 0.0000 0.0000 188.5089 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N52 0.0000 0.0000 68.6799 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N38 0.0000 0.0000 205.9404 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N51B 0.0000 0.0000 124.3083 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N50B 0.0000 0.0000 89.0576 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N49B 0.0000 0.0000 129.2398 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N47 0.0000 0.0000 295.8595 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N45 0.0000 0.0000 272.6484 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N43 0.0000 0.0000 168.4103 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N42 0.0000 0.0000 155.6445 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N44 0.0000 0.0000 227.0704 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N40 0.0000 0.0000 44.3920 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N39 0.0000 0.0000 117.8477 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N37 0.0000 0.0000 180.1107 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N36 0.0000 0.0000 224.9031 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N35 0.0000 0.0000 58.4095 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N31 0.0000 0.0000 269.3343 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N30 0.0000 0.0000 197.2635 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N29 0.0000 0.0000 516.1471 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N28 0.0000 0.0000 309.9838 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N27 0.0000 0.0000 549.9155 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N26 0.0000 0.0000 47.0260 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N23 0.0000 0.0000 484.9594 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N22 0.0000 0.0000 172.4787 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N21 0.0000 0.0000 270.8591 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N20 0.0000 0.0000 844.8091 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N19 0.0000 0.0000 674.9134 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N18 0.0000 0.0000 419.5391 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N17 0.0000 0.0000 111.0708 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N11 0.0000 0.0000 644.6922 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N10 0.0000 0.0000 278.6401 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N8 0.0000 0.0000 262.1591 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N7 0.0000 0.0000 252.2768 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N6 0.0000 0.0000 801.3107 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N5 0.0000 0.0000 268.8116 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N4 0.0000 0.0000 531.0047 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N2 0.0000 0.0000 266.1316 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 10880.9241 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 0.1646 0.0000
N53 0.0000 0.0000 0.0000 1.1046 0.0000
N52 0.0000 0.0000 0.0000 1.1138 0.0000
N38 0.0000 0.0000 0.0000 1.1323 0.0000
N51B 0.0000 0.0000 0.0000 1.2206 0.0000
N48 0.0000 0.0000 0.0000 1.0100 0.0000
N50B 0.0000 0.0000 0.0000 1.2066 0.0000
N49B 0.0000 0.0000 0.0000 1.2180 0.0000
N47 0.0000 0.0000 0.0000 1.0103 0.0000
N46 0.0000 0.0000 0.0000 1.0551 0.0000
N45 0.0000 0.0000 0.0000 1.1060 0.0000
N43 0.0000 0.0000 0.0000 0.0780 0.0000
N42 0.0000 0.0000 0.0000 0.1051 0.0000
N41 0.0000 0.0000 0.0000 1.0506 0.0000
N44 0.0000 0.0000 0.0000 0.0905 0.0000
N40 0.0000 0.0000 0.0000 1.0738 0.0000
N39 0.0000 0.0000 0.0000 1.0255 0.0000
N37 0.0000 0.0000 0.0000 0.0680 0.0000
N36 0.0000 0.0000 0.0000 1.3828 0.0000
N35 0.0000 0.0000 0.0000 1.2874 0.0000
N34 0.0000 0.0000 0.0000 0.4780 0.0000
N33 48.8056 0.0000 0.0000 2.0101 0.0000
N31 0.0000 0.0000 0.0000 0.0236 0.0000
N30 0.0000 0.0000 0.0000 1.6578 0.0000
N29 0.0000 0.0000 0.0000 0.1417 0.0000
N28 0.0000 0.0000 0.0000 0.0813 0.0000
N27 0.0000 0.0000 0.0000 1.3803 0.0000
N26 0.0000 0.0000 0.0000 0.2173 0.0000
N25 28.7722 0.0000 0.0000 0.8390 0.0000
N24 41.3500 0.0000 0.0000 1.6153 0.0000
N23 0.0000 0.0000 0.0000 0.1211 0.0000
N22 0.0000 0.0000 0.0000 1.7919 0.0000
N21 0.0000 0.0000 0.0000 1.1844 0.0000
N20 0.0000 0.0000 0.0000 1.0280 0.0000
N19 0.0000 0.0000 0.0000 1.5474 0.0000
N18 0.0000 0.0000 0.0000 1.3280 0.0000
N17 0.0000 0.0000 0.0000 1.4344 0.0000
N16 43.1389 0.0000 0.0000 1.8631 0.0000
N15 43.3944 0.0000 0.0000 1.2710 0.0000
N14B 0.0000 0.0000 0.0000 1.3060 0.0000
N14A 0.0000 0.0000 0.0000 1.2293 0.0000
N13 0.0000 0.0000 0.0000 0.7987 0.0000
N12 0.0000 0.0000 0.0000 0.7874 0.0000
N11 0.0000 0.0000 0.0000 0.9523 0.0000
N10 0.0000 0.0000 0.0000 1.0101 0.0000
N9 0.0000 0.0000 0.0000 1.0209 0.0000
N8 0.0000 0.0000 0.0000 1.0454 0.0000
N7 0.0000 0.0000 0.0000 1.0312 0.0000
N6 0.0000 0.0000 0.0000 1.0632 0.0000
N5 0.0000 0.0000 0.0000 1.0230 0.0000
N4 0.0000 0.0000 0.0000 1.1504 0.0000
N3 0.0000 0.0000 0.0000 0.8783 0.0000
N2 0.0000 0.0000 0.0000 0.8827 0.0000
N1 0.0000 0.0000 0.0000 0.8825 0.0000
N50 0.0000 0.0000 0.0000 0.0081 0.0000
N49 0.0000 0.0000 0.0000 0.0238 0.0000
N51 0.0000 0.0000 0.0000 0.0236 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 0.026 percent
The Junction with the largest average change was.N16 with 0.133 percent
The Conduit with the largest sinuosity was.......2217u with 4.868
*===================================================================*
| 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 171.4196 0.0238
N53 188.5116 0.0262
N52 68.6851 0.0095
N38 205.9404 0.0286
N51B 124.3186 0.0173
N50B 89.0662 0.0124
N49B 129.2513 0.0180
N47 295.8639 0.0411
N45 272.6542 0.0379
N43 168.4130 0.0234
N42 155.6559 0.0216
N44 227.0820 0.0315
N40 44.3959 0.0062
N39 117.8548 0.0164
N37 180.1199 0.0250
N36 224.9143 0.0312
N35 58.4158 0.0081
N31 269.3485 0.0374
N30 197.2769 0.0274
N29 516.1632 0.0717
N28 309.9994 0.0431
N27 549.9251 0.0764
N26 47.0257 0.0065
N23 485.0002 0.0674
N22 172.4820 0.0240
N21 270.8733 0.0376
N20 844.7734 0.1173
N19 674.9180 0.0937
N18 419.5355 0.0583
N17 111.0739 0.0154
N11 644.6840 0.0895
N10 278.6482 0.0387
N8 262.1649 0.0364
N7 252.2820 0.0350
N6 801.3001 0.1113
N5 268.8186 0.0373
N4 531.0156 0.0738
N2 266.1299 0.0370
N1 -10880.9241 -1.5112
Outflow Outflow Average
Junction Volume m^3 Outflow, cms
--------------- ------------ ------------
N1 10880.9241 1.5112
*=====================================================*
| Initial system volume = 0.0500 Cu M |
| Total system inflow volume = 10895.7767 Cu M |
| Inflow + Initial volume = 10895.8267 Cu M |
*=====================================================*
| Total system outflow = 10880.9241 Cu M |
| Volume left in system = 23.2426 Cu M |
| Evaporation = 0.0000 Cu M |
| Outflow + Final Volume = 10904.1667 Cu M |
*=====================================================*
*===============================================*
| Total Model Continuity Error |
| Error in Continuity, Percent = -0.0765 |
| Error in Continuity, m^3 = -8.340 |
| + Error means a continuity loss, - a gain |
*===============================================*
###################################################
# Table E22. Numerical Model judgement section #
###################################################
Your overall error was -0.0765 percent
Worst nodal error was in node N11 with 0.6202 percent
Of the total inflow this loss was 0.4560 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\20y1hr.out
*==============================================================*
| SWMM Simulation Date and Time Summary |
*==============================================================*
| Starting Date... October 9, 2017 Time... 20:48:56:67 |
| Ending Date... October 9, 2017 Time... 20:49: 7:78 |
| Elapsed Time... 0.18517 minutes or 11.11000 seconds |
*==============================================================*
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