Original source · versioned page text
d1y25m.out
From the archive XPXtrm.zip, inside Further information re: stormwater modelling - REC17/0011. File date in the archive: 2017-10-09 21:08.
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 -0.1179 -0.1051 0.0033 0.0568 0.0000 -0.0612 112.1311 0
N53 -1.1899 -0.5027 0.0333 0.0602 0.0000 -1.1297 236.6771 0
N52 0.8522 0.3021 0.0239 0.0337 0.0000 0.8859 282.0686 0
N38 -0.8599 -0.0966 0.0241 0.1279 0.0000 -0.7319 890.3866 0
N51B -0.5509 -0.1909 0.0154 0.0633 0.0000 -0.4876 288.5675 0
N48 -0.0600 -0.0165 0.0017 0.0682 0.0000 0.0081 364.6957 0
N50B 0.2917 0.5033 0.0082 1.0034 0.0000 1.2951 57.4638 0
N49B -0.1945 -0.1375 0.0054 0.0092 0.0000 -0.1853 141.4014 0
N47 0.0006 0.0003 0.0000 0.0185 0.0000 0.0191 193.3226 0
N46 -0.5862 -0.2867 0.0164 0.0516 0.0000 -0.5346 204.4897 0
N45 10.6631 1.4465 0.2986 0.1878 0.0000 10.8508 737.0498 0
N43 -0.0193 -0.0175 0.0005 0.0139 0.0000 -0.0054 110.2648 0
N42 -0.3378 -0.1585 0.0095 0.0252 0.0000 -0.3126 213.1136 0
N41 0.0999 0.0468 0.0028 0.0219 0.0000 0.1217 213.2859 0
N44 -0.2014 -0.1347 0.0056 0.0141 0.0000 -0.1873 149.4873 0
N40 -2.2777 -0.5777 0.0638 0.0669 0.0000 -2.2108 394.2153 0
N39 0.1127 0.1455 0.0032 0.0104 0.0000 0.1231 77.4373 0
N37 0.0813 0.0687 0.0023 0.0175 0.0000 0.0988 118.4228 0
N36 1.6105 0.1696 0.0451 0.0499 0.0000 1.6605 949.5303 0
N35 -0.3125 -0.0333 0.0087 0.0351 0.0000 -0.2774 939.4063 0
N34 -0.0003 0.0000 0.0000 0.0003 0.0000 0.0000 0.0000 0
N33 -0.9826 -0.1045 0.0275 0.1222 0.0000 -0.8604 940.4680 0
N31 -1.3533 -0.7580 0.0379 0.0762 0.0000 -1.2771 178.5037 0
N30 2.2986 0.2897 0.0644 0.2738 0.0000 2.5724 793.3512 0
N29 -3.1937 -0.7315 0.0894 0.4031 0.0000 -2.7906 436.3868 0
N28 -0.5496 -0.2688 0.0154 0.0248 0.0000 -0.5248 204.4619 0
N27 -1.4636 -0.2581 0.0410 0.7466 0.0000 -0.7169 566.5696 0
N26 -10.2017 -11.8935 0.2857 0.9780 0.0000 -9.2237 85.2869 0
N25 2.1202 0.4079 0.0594 0.0692 0.0000 2.1893 519.7669 0
N24 -2.0758 -0.1584 0.0581 0.2086 0.0000 -1.8672 1310.1372 0
N23 -2.7147 -0.8426 0.0760 0.0627 0.0000 -2.6520 322.1467 0
N22 -1.8047 -0.0670 0.0505 0.4094 0.0000 -1.3953 2692.0360 0
N21 0.1586 0.0893 0.0044 1.0119 0.0000 1.1705 177.1158 0
N20 -0.0984 -0.0179 0.0028 0.0506 0.0000 -0.0477 549.2222 0
N19 0.2104 0.0212 0.0059 0.3186 0.0000 0.5289 990.1482 0
N18 -2.0320 -0.1607 0.0569 0.3625 0.0000 -1.6695 1264.5304 0
N17 -0.3782 -0.0090 0.0106 0.3712 0.0000 -0.0070 4222.6439 0
N16 -2.5034 -0.0593 0.0701 0.4310 0.0000 -2.0724 4223.8257 0
N15 -1.3968 -0.0366 0.0391 1.1680 0.0000 -0.2288 3814.9111 0
N14B -1.5082 -0.8380 0.0422 0.0148 0.0000 -1.4935 179.9826 0
N14A -0.6066 -0.0514 0.0170 0.1186 0.0500 -0.5380 1181.1598 0
N13 -3.7370 -0.3153 0.1046 0.0295 0.0000 -3.7075 1185.1966 0
N12 -13.1434 -1.0938 0.3681 0.0937 0.0000 -13.0497 1201.5683 0
N11 0.9975 0.0611 0.0279 0.4951 0.0000 1.4926 1632.3920 0
N10 -0.1212 -0.0661 0.0034 0.0185 0.0000 -0.1027 183.3265 0
N9 -0.5737 -0.3119 0.0161 0.0418 0.0000 -0.5319 183.9025 0
N8 -0.2742 -0.0768 0.0077 0.0864 0.0000 -0.1878 356.8578 0
N7 -0.3518 -0.2117 0.0099 0.0195 0.0000 -0.3323 166.1160 0
N6 0.4621 0.0670 0.0129 0.0914 0.0000 0.5535 690.2032 0
N5 -0.0544 -0.0308 0.0015 0.0469 0.0000 -0.0076 176.7660 0
N4 -1.2328 -0.0784 0.0345 0.2052 0.0000 -1.0276 1573.1204 0
N3 -6.0999 -0.1900 0.1708 0.8227 0.0000 -5.2772 3209.5002 0
N2 -3.1222 -0.0433 0.0874 1.4569 0.0000 -1.6653 7204.1967 0
N1 -0.7391 -0.0103 0.0207 0.2454 0.0000 -0.4937 7207.2638 0
N50 -0.0003 0.0000 0.0000 0.0003 0.0000 0.0000 0.0000 0
N49 -0.1538 -1.4608 0.0043 0.0003 0.0000 -0.1535 10.5290 0
N51 -0.4431 -0.7930 0.0124 0.0003 0.0000 -0.4428 55.8716 0
The total continuity error was -49.659 cubic meters
The remaining total volume was 12.811 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 56.0332 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N53 0.0000 0.0000 61.6833 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N52 0.0000 0.0000 22.5995 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N38 0.0000 0.0000 67.4135 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N51B 0.0000 0.0000 40.9115 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N50B 0.0000 0.0000 29.3758 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N49B 0.0000 0.0000 42.5403 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N47 0.0000 0.0000 96.6719 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N45 0.0000 0.0000 89.1638 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N43 0.0000 0.0000 55.1197 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N42 0.0000 0.0000 51.2392 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N44 0.0000 0.0000 74.6410 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N40 0.0000 0.0000 14.6322 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N39 0.0000 0.0000 38.7765 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N37 0.0000 0.0000 59.2558 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N36 0.0000 0.0000 73.9651 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N35 0.0000 0.0000 19.2676 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N31 0.0000 0.0000 88.6141 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N30 0.0000 0.0000 64.9261 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N29 0.0000 0.0000 169.5407 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N28 0.0000 0.0000 101.9489 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N27 0.0000 0.0000 180.4200 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N26 0.0000 0.0000 15.3748 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N23 0.0000 0.0000 159.7559 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N22 0.0000 0.0000 56.4645 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N21 0.0000 0.0000 89.1308 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N20 0.0000 0.0000 274.6430 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N19 0.0000 0.0000 220.8284 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N18 0.0000 0.0000 136.8278 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N17 0.0000 0.0000 36.3875 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N11 0.0000 0.0000 209.8847 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N10 0.0000 0.0000 91.6172 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N8 0.0000 0.0000 86.1505 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N7 0.0000 0.0000 82.8947 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N6 0.0000 0.0000 262.2095 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N5 0.0000 0.0000 88.3719 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N4 0.0000 0.0000 174.5001 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N2 0.0000 0.0000 86.7374 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 3604.5344 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 0.1249 0.0000
N53 0.0000 0.0000 0.0000 1.0629 0.0000
N52 0.0000 0.0000 0.0000 1.0604 0.0000
N38 0.0000 0.0000 0.0000 1.0627 0.0000
N51B 0.0000 0.0000 0.0000 1.2151 0.0000
N48 0.0000 0.0000 0.0000 1.0084 0.0000
N50B 0.0000 0.0000 0.0000 1.1336 0.0000
N49B 0.0000 0.0000 0.0000 1.2109 0.0000
N47 0.0000 0.0000 0.0000 0.2969 0.0000
N46 0.0000 0.0000 0.0000 0.7342 0.0000
N45 0.0000 0.0000 0.0000 1.0715 0.0000
N43 0.0000 0.0000 0.0000 0.0616 0.0000
N42 0.0000 0.0000 0.0000 0.0834 0.0000
N41 0.0000 0.0000 0.0000 0.2422 0.0000
N44 0.0000 0.0000 0.0000 0.0676 0.0000
N40 0.0000 0.0000 0.0000 0.6952 0.0000
N39 0.0000 0.0000 0.0000 1.0143 0.0000
N37 0.0000 0.0000 0.0000 0.0533 0.0000
N36 0.0000 0.0000 0.0000 1.2296 0.0000
N35 0.0000 0.0000 0.0000 1.0284 0.0000
N34 0.0000 0.0000 0.0000 0.0000 0.0000
N33 19.9583 0.0000 0.0000 1.7841 0.0000
N31 0.0000 0.0000 0.0000 0.0174 0.0000
N30 0.0000 0.0000 0.0000 1.4941 0.0000
N29 0.0000 0.0000 0.0000 0.0915 0.0000
N28 0.0000 0.0000 0.0000 0.0646 0.0000
N27 0.0000 0.0000 0.0000 1.3641 0.0000
N26 0.0000 0.0000 0.0000 0.1046 0.0000
N25 6.5278 0.0000 0.0000 0.7669 0.0000
N24 8.2778 0.0000 0.0000 1.4450 0.0000
N23 0.0000 0.0000 0.0000 0.1054 0.0000
N22 0.0000 0.0000 0.0000 1.6117 0.0000
N21 0.0000 0.0000 0.0000 1.0363 0.0000
N20 0.0000 0.0000 0.0000 0.2710 0.0000
N19 0.0000 0.0000 0.0000 0.3371 0.0000
N18 0.0000 0.0000 0.0000 1.2108 0.0000
N17 0.0000 0.0000 0.0000 1.1234 0.0000
N16 13.1667 0.0000 0.0000 1.5200 0.0000
N15 13.3611 0.0000 0.0000 1.0269 0.0000
N14B 0.0000 0.0000 0.0000 1.1627 0.0000
N14A 0.0000 0.0000 0.0000 0.9154 0.0000
N13 0.0000 0.0000 0.0000 0.5425 0.0000
N12 0.0000 0.0000 0.0000 0.5493 0.0000
N11 0.0000 0.0000 0.0000 0.6217 0.0000
N10 0.0000 0.0000 0.0000 0.1910 0.0000
N9 0.0000 0.0000 0.0000 0.5308 0.0000
N8 0.0000 0.0000 0.0000 0.7233 0.0000
N7 0.0000 0.0000 0.0000 1.0080 0.0000
N6 0.0000 0.0000 0.0000 1.0177 0.0000
N5 0.0000 0.0000 0.0000 0.2481 0.0000
N4 0.0000 0.0000 0.0000 0.6434 0.0000
N3 0.0000 0.0000 0.0000 0.5762 0.0000
N2 0.0000 0.0000 0.0000 0.5855 0.0000
N1 0.0000 0.0000 0.0000 0.5854 0.0000
N50 0.0000 0.0000 0.0000 0.0000 0.0000
N49 0.0000 0.0000 0.0000 0.0105 0.0000
N51 0.0000 0.0000 0.0000 0.0171 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..FREE # 1 with 0.027 percent
The Junction with the largest average change was.N16 with 0.096 percent
The Conduit with the largest sinuosity was.......5148u with 4.337
*===================================================================*
| 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 56.0386 0.0078
N53 61.6919 0.0086
N52 22.6076 0.0031
N38 67.4185 0.0094
N51B 40.9269 0.0057
N50B 29.3884 0.0041
N49B 42.5571 0.0059
N47 96.6833 0.0134
N45 89.1764 0.0124
N43 55.1279 0.0077
N42 51.2574 0.0071
N44 74.6613 0.0104
N40 14.6381 0.0020
N39 38.7884 0.0054
N37 59.2721 0.0082
N36 73.9849 0.0103
N35 19.2767 0.0027
N31 88.6390 0.0123
N30 64.9479 0.0090
N29 169.5752 0.0236
N28 101.9765 0.0142
N27 180.4469 0.0251
N26 15.3755 0.0021
N23 159.8192 0.0222
N22 56.4734 0.0078
N21 89.1566 0.0124
N20 274.6205 0.0381
N19 220.8518 0.0307
N18 136.8326 0.0190
N17 36.3938 0.0051
N11 209.8875 0.0292
N10 91.6354 0.0127
N8 86.1651 0.0120
N7 82.9083 0.0115
N6 262.2165 0.0364
N5 88.3885 0.0123
N4 174.5288 0.0242
N2 86.7407 0.0120
N1 -3604.5344 -0.5006
Outflow Outflow Average
Junction Volume m^3 Outflow, cms
--------------- ------------ ------------
N1 3604.5344 0.5006
*=====================================================*
| Initial system volume = 0.0500 Cu M |
| Total system inflow volume = 3570.5187 Cu M |
| Inflow + Initial volume = 3570.5687 Cu M |
*=====================================================*
| Total system outflow = 3604.5344 Cu M |
| Volume left in system = 12.8111 Cu M |
| Evaporation = 0.0000 Cu M |
| Outflow + Final Volume = 3617.3455 Cu M |
*=====================================================*
*===============================================*
| Total Model Continuity Error |
| Error in Continuity, Percent = -1.3101 |
| Error in Continuity, m^3 = -46.777 |
| + Error means a continuity loss, - a gain |
*===============================================*
###################################################
# Table E22. Numerical Model judgement section #
###################################################
Your overall error was -1.3101 percent
Worst nodal error was in node N12 with -1.0939 percent
Of the total inflow this loss was 0.3681 percent
Your overall continuity error was Great
Excellent Efficiency
Efficiency of the simulation 1.51
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\d1y25m.out
*==============================================================*
| SWMM Simulation Date and Time Summary |
*==============================================================*
| Starting Date... October 9, 2017 Time... 21: 8:11:93 |
| Ending Date... October 9, 2017 Time... 21: 8:21:68 |
| Elapsed Time... 0.16250 minutes or 9.75000 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.