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d10y25m.out
From the archive XPXtrm.zip, inside Further information re: stormwater modelling - REC17/0011. File date in the archive: 2017-10-09 20:56.
Natural
0302u N3 N2 1.1000 1.0500 1.9241 1.8601 Rectangle
14b14ao N14B N14A 2.9900 2.5000 3.0840 2.7345 Natural
14b14au N14B N14A 1.8000 1.6000 3.0840 2.7345 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 -1.0057 -0.4958 0.0157 0.0581 0.0000 -0.9476 202.8354 0
N53 -1.6352 -0.3825 0.0256 0.0619 0.0000 -1.5733 427.4434 0
N52 1.4883 0.2929 0.0233 0.0350 0.0000 1.5233 508.1195 0
N38 -6.4681 -0.4001 0.1012 0.1327 0.0000 -6.3354 1616.5242 0
N51B -0.5326 -0.1285 0.0083 0.0660 0.0000 -0.4666 414.4071 0
N48 -1.6247 -0.3580 0.0254 0.0710 0.0000 -1.5537 453.7589 0
N50B 0.2698 0.2605 0.0042 1.0035 0.0000 1.2733 103.0831 0
N49B -0.3563 -0.1439 0.0056 0.0095 0.0000 -0.3468 247.6036 0
N47 0.0169 0.0048 0.0003 0.0193 0.0000 0.0363 353.6210 0
N46 -2.9361 -0.6955 0.0459 0.0540 0.0000 -2.8822 422.1348 0
N45 17.3435 1.4659 0.2712 0.2069 0.0000 17.5504 1182.9954 0
N43 -0.0966 -0.0486 0.0015 0.0143 0.0000 -0.0823 198.5410 0
N42 -0.3661 -0.0959 0.0057 0.0260 0.0000 -0.3402 381.7729 0
N41 0.8858 0.2323 0.0139 0.0226 0.0000 0.9084 381.3022 0
N44 -2.1628 -0.8046 0.0338 0.0145 0.0000 -2.1483 268.8006 0
N40 -9.8164 -1.3765 0.1535 0.0690 0.0000 -9.7474 713.0856 0
N39 -0.5769 -0.4151 0.0090 0.0108 0.0000 -0.5661 138.9559 0
N37 -2.7694 -1.2929 0.0433 0.0180 0.0000 -2.7514 214.1923 0
N36 16.2990 0.8035 0.2549 0.0516 0.0000 16.3506 2028.5362 0
N35 -2.5549 -0.1227 0.0400 0.6461 0.0000 -1.9087 2082.4292 0
N34 -16.1992 -1.9952 0.2533 1.3485 0.0000 -14.8506 811.2340 0
N33 -1.2828 -0.0995 0.0201 0.1472 0.0000 -1.1356 1288.5665 0
N31 0.7223 0.2290 0.0113 0.0785 0.0000 0.8008 315.3843 0
N30 -15.7732 -0.9970 0.2467 0.2872 0.0000 -15.4860 1581.9508 0
N29 2.5429 0.2485 0.0398 0.4306 0.0000 2.9735 1023.2618 0
N28 -0.8425 -0.2309 0.0132 0.0256 0.0000 -0.8169 364.8366 0
N27 -0.9788 -0.0968 0.0153 0.7799 0.0000 -0.1988 1011.2022 0
N26 -12.7675 -3.1198 0.1997 1.0295 0.0000 -11.7380 408.7243 0
N25 4.3979 0.6612 0.0688 0.0717 0.0000 4.4696 665.0547 0
N24 -5.0067 -0.2437 0.0783 0.2357 0.0000 -4.7710 2053.9537 0
N23 4.3659 0.7723 0.0683 0.0641 0.0000 4.4301 565.2864 0
N22 -0.1801 -0.0036 0.0028 1.0389 0.0000 0.8589 4937.1967 0
N21 0.8065 0.2545 0.0126 1.0122 0.0000 1.8187 316.3315 0
N20 -2.0420 -0.2064 0.0319 0.0544 0.0000 -1.9877 989.2100 0
N19 -2.5517 -0.1429 0.0399 0.3258 0.0000 -2.2259 1785.5327 0
N18 27.3044 1.2119 0.4270 0.3732 0.0000 27.6775 2252.8860 0
N17 -3.4038 -0.0447 0.0532 0.4502 0.0000 -2.9536 7609.4382 0
N16 -1.8825 -0.0272 0.0294 0.5019 0.0000 -1.3806 6912.0233 0
N15 -0.6953 -0.0130 0.0109 1.3601 0.0000 0.6648 5361.3750 0
N14B -8.8677 -0.6729 0.1387 0.0149 0.0000 -8.8527 1317.8620 0
N14A 1.3335 0.0374 0.0209 0.1196 0.0500 1.4031 3564.8020 0
N13 -3.7466 -0.1050 0.0586 0.0299 0.0000 -3.7168 3567.5608 0
N12 20.6268 0.5761 0.3226 0.0980 0.0000 20.7248 3580.3010 0
N11 49.5863 1.1355 0.7755 0.5124 0.0000 50.0988 4366.5693 0
N10 -0.0402 -0.0123 0.0006 0.0191 0.0000 -0.0211 326.8278 0
N9 -0.3790 -0.1158 0.0059 0.0432 0.0000 -0.3358 327.1452 0
N8 3.5260 0.5856 0.0551 0.0904 0.0000 3.6164 602.0211 0
N7 -0.3892 -0.1314 0.0061 0.0202 0.0000 -0.3690 296.1827 0
N6 2.7739 0.2251 0.0434 0.0959 0.0000 2.8698 1232.0166 0
N5 0.6802 0.2163 0.0106 0.0493 0.0000 0.7295 314.4633 0
N4 -1.1958 -0.0449 0.0187 0.2158 0.0000 -0.9799 2665.6380 0
N3 -13.8608 -0.1981 0.2168 0.8699 0.0000 -12.9909 6995.6611 0
N2 -2.0923 -0.0165 0.0327 1.6504 0.0000 -0.4419 12680.7770 0
N1 -0.6147 -0.0048 0.0096 0.2786 0.0000 -0.3361 12681.1659 0
N50 0.0995 1.6109 0.0016 0.0003 0.0000 0.0998 6.1770 0
N49 3.6224 5.2279 0.0567 0.0003 0.0000 3.6227 69.2899 0
N51 3.8329 2.8687 0.0599 0.0003 0.0000 3.8332 133.6108 0
The total continuity error was 34.830 cubic meters
The remaining total volume was 16.315 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 100.9593 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N53 0.0000 0.0000 111.0634 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N52 0.0000 0.0000 40.3379 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N38 0.0000 0.0000 120.7436 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N51B 0.0000 0.0000 73.0066 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N50B 0.0000 0.0000 52.1855 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N49B 0.0000 0.0000 75.8972 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N47 0.0000 0.0000 173.7924 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N45 0.0000 0.0000 160.1864 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N43 0.0000 0.0000 99.2287 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N42 0.0000 0.0000 91.3692 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N44 0.0000 0.0000 133.3275 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N40 0.0000 0.0000 26.0396 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N39 0.0000 0.0000 69.1923 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N37 0.0000 0.0000 105.7232 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N36 0.0000 0.0000 132.0412 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N35 0.0000 0.0000 34.2724 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N31 0.0000 0.0000 158.1044 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N30 0.0000 0.0000 115.8300 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N29 0.0000 0.0000 302.9778 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N28 0.0000 0.0000 181.9833 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N27 0.0000 0.0000 322.6413 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N26 0.0000 0.0000 27.5992 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N23 0.0000 0.0000 284.8979 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N22 0.0000 0.0000 101.6341 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N21 0.0000 0.0000 159.0773 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N20 0.0000 0.0000 493.6731 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N19 0.0000 0.0000 396.0457 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N18 0.0000 0.0000 246.3300 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N17 0.0000 0.0000 65.2779 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N11 0.0000 0.0000 378.8988 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N10 0.0000 0.0000 163.4085 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N8 0.0000 0.0000 153.6983 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N7 0.0000 0.0000 147.9064 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N6 0.0000 0.0000 469.1127 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N5 0.0000 0.0000 157.6218 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N4 0.0000 0.0000 311.2784 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N2 0.0000 0.0000 156.4328 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 6341.2998 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 0.1644 0.0000
N53 0.0000 0.0000 0.0000 1.1045 0.0000
N52 0.0000 0.0000 0.0000 1.1135 0.0000
N38 0.0000 0.0000 0.0000 1.1262 0.0000
N51B 0.0000 0.0000 0.0000 1.2204 0.0000
N48 0.0000 0.0000 0.0000 1.0099 0.0000
N50B 0.0000 0.0000 0.0000 1.2064 0.0000
N49B 0.0000 0.0000 0.0000 1.2178 0.0000
N47 0.0000 0.0000 0.0000 1.0079 0.0000
N46 0.0000 0.0000 0.0000 1.0547 0.0000
N45 0.0000 0.0000 0.0000 1.1043 0.0000
N43 0.0000 0.0000 0.0000 0.0779 0.0000
N42 0.0000 0.0000 0.0000 0.1049 0.0000
N41 0.0000 0.0000 0.0000 1.0461 0.0000
N44 0.0000 0.0000 0.0000 0.0900 0.0000
N40 0.0000 0.0000 0.0000 1.0550 0.0000
N39 0.0000 0.0000 0.0000 1.0253 0.0000
N37 0.0000 0.0000 0.0000 0.0677 0.0000
N36 0.0000 0.0000 0.0000 1.3798 0.0000
N35 0.0000 0.0000 0.0000 1.2811 0.0000
N34 0.0000 0.0000 0.0000 0.4320 0.0000
N33 30.9028 0.0000 0.0000 1.9884 0.0000
N31 0.0000 0.0000 0.0000 0.0236 0.0000
N30 0.0000 0.0000 0.0000 1.6544 0.0000
N29 0.0000 0.0000 0.0000 0.1411 0.0000
N28 0.0000 0.0000 0.0000 0.0812 0.0000
N27 0.0000 0.0000 0.0000 1.3801 0.0000
N26 0.0000 0.0000 0.0000 0.2167 0.0000
N25 15.6889 0.0000 0.0000 0.8233 0.0000
N24 23.2111 0.0000 0.0000 1.5874 0.0000
N23 0.0000 0.0000 0.0000 0.1209 0.0000
N22 0.0000 0.0000 0.0000 1.7589 0.0000
N21 0.0000 0.0000 0.0000 1.1313 0.0000
N20 0.0000 0.0000 0.0000 1.0261 0.0000
N19 0.0000 0.0000 0.0000 1.5382 0.0000
N18 0.0000 0.0000 0.0000 1.3172 0.0000
N17 0.0000 0.0000 0.0000 1.3812 0.0000
N16 24.4583 0.0000 0.0000 1.8100 0.0000
N15 24.3611 0.0000 0.0000 1.1999 0.0000
N14B 0.0000 0.0000 0.0000 1.2840 0.0000
N14A 0.0000 0.0000 0.0000 1.1345 0.0000
N13 0.0000 0.0000 0.0000 0.7408 0.0000
N12 0.0000 0.0000 0.0000 0.6950 0.0000
N11 0.0000 0.0000 0.0000 0.8753 0.0000
N10 0.0000 0.0000 0.0000 1.0098 0.0000
N9 0.0000 0.0000 0.0000 1.0210 0.0000
N8 0.0000 0.0000 0.0000 1.0452 0.0000
N7 0.0000 0.0000 0.0000 1.0310 0.0000
N6 0.0000 0.0000 0.0000 1.0623 0.0000
N5 0.0000 0.0000 0.0000 1.0228 0.0000
N4 0.0000 0.0000 0.0000 1.1471 0.0000
N3 0.0000 0.0000 0.0000 0.8241 0.0000
N2 0.0000 0.0000 0.0000 0.8101 0.0000
N1 0.0000 0.0000 0.0000 0.8102 0.0000
N50 0.0000 0.0000 0.0000 0.0082 0.0000
N49 0.0000 0.0000 0.0000 0.0237 0.0000
N51 0.0000 0.0000 0.0000 0.0235 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 0.032 percent
The Junction with the largest average change was.N16 with 0.114 percent
The Conduit with the largest sinuosity was.......2217u with 5.011
*===================================================================*
| 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 100.9647 0.0140
N53 111.0718 0.0154
N52 40.3445 0.0056
N38 120.7482 0.0168
N51B 73.0191 0.0101
N50B 52.1957 0.0072
N49B 75.9107 0.0105
N47 173.8012 0.0241
N45 160.1963 0.0222
N43 99.2365 0.0138
N42 91.3845 0.0127
N44 133.3449 0.0185
N40 26.0444 0.0036
N39 69.2025 0.0096
N37 105.7375 0.0147
N36 132.0585 0.0183
N35 34.2796 0.0048
N31 158.1260 0.0220
N30 115.8483 0.0161
N29 303.0093 0.0421
N28 182.0072 0.0253
N27 322.6662 0.0448
N26 27.6000 0.0038
N23 284.9510 0.0396
N22 101.6427 0.0141
N21 159.1003 0.0221
N20 493.6491 0.0686
N19 396.0666 0.0550
N18 246.3333 0.0342
N17 65.2833 0.0091
N11 378.8994 0.0526
N10 163.4253 0.0227
N8 153.7119 0.0213
N7 147.9192 0.0205
N6 469.1200 0.0652
N5 157.6373 0.0219
N4 311.3054 0.0432
N2 156.4350 0.0217
N1 -6341.2998 -0.8807
Outflow Outflow Average
Junction Volume m^3 Outflow, cms
--------------- ------------ ------------
N1 6341.2998 0.8807
*=====================================================*
| Initial system volume = 0.0500 Cu M |
| Total system inflow volume = 6393.7958 Cu M |
| Inflow + Initial volume = 6393.8458 Cu M |
*=====================================================*
| Total system outflow = 6341.2998 Cu M |
| Volume left in system = 16.3147 Cu M |
| Evaporation = 0.0000 Cu M |
| Outflow + Final Volume = 6357.6144 Cu M |
*=====================================================*
*===============================================*
| Total Model Continuity Error |
| Error in Continuity, Percent = 0.5448 |
| Error in Continuity, m^3 = 34.830 |
| + Error means a continuity loss, - a gain |
*===============================================*
###################################################
# Table E22. Numerical Model judgement section #
###################################################
Your overall error was 0.5448 percent
Worst nodal error was in node N11 with 1.1356 percent
Of the total inflow this loss was 0.7755 percent
Your overall continuity error was Excellent
Excellent Efficiency
Efficiency of the simulation 1.70
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\d10y25m.out
*==============================================================*
| SWMM Simulation Date and Time Summary |
*==============================================================*
| Starting Date... October 9, 2017 Time... 20:56: 6:65 |
| Ending Date... October 9, 2017 Time... 20:56:17: 3 |
| Elapsed Time... 0.17300 minutes or 10.38000 seconds |
*==============================================================*
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