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e50y25m.out
From the archive Output.zip, inside RAL17/0511 - Information Request Response. File date in the archive: 2018-02-12 11:32.
99.5995
L8 2.9060 3125.8894 0.1395 211.2113 ## N8 97.8000 99.6020
L9 2.8766 3127.5841 0.5255 50.2883 ## N9 97.3700 99.6027
L10 2.8766 3129.7960 0.4883 26.6490 ## N10 97.0000 98.9000
L11 2.9029 3120.5620 0.3016 160.7438 ## N11 96.7000 97.6409
L12 2.9326 3100.1911 0.1983 248.1709 ## N12 96.1000 97.6432
L13 3.9999 4257.7634 0.2244 316.8805 ## N13 95.5000 97.6441
L14 3.9969 4247.8783 0.8227 45.1427 ## N14 94.9500 97.6450
L15 3.9945 4255.9360 0.6455 81.7359 ## N15 94.4600 94.9678
L24 3.9676 4257.1154 0.8123 97.2970 ## N24 94.0300 94.7337
L25 5.1774 5585.4968 0.7634 110.3138 ## N25 93.5900 94.2536
L26 5.0122 5563.8541 1.1446 61.3051 ## N26 92.8500 93.9113
L27 5.0080 5577.1180 0.9967 79.1092 ## N27 92.7400 93.3574
L28 1.1698 1719.2463 0.6992 14.9099 ## N28 120.5000 120.8529
L29 2.3230 3218.2774 1.0610 19.6434 ## N29 113.5000 113.9585
L30 2.9201 5472.9898 0.7101 61.1180 ## N30 105.5000 105.9581
L31 3.9539 7749.1689 0.5698 300.8251 ## N31 97.5000 98.2765
L32 4.0916 8371.8847 0.9824 85.6190 ## N32 94.8000 95.9051
L33 0.5164 475.7957 0.3977 6.4520 ## N33 97.5100 97.8979
L34 4.2853 8889.4440 0.3730 201.3344 ## N34 94.0700 95.0072
L35 4.2832 8921.1889 0.7724 77.9447 ## N35 93.9700 94.9212
L36 4.4472 9362.3664 1.4603 114.9138 ## N36 92.9800 93.6869
W2637 0.1475 38.3058 0.2706 4.1432 ## N37 92.3100 93.3291
L37 4.5787 9445.0067 0.6232 214.3542 ## N38 92.0000 93.3137
L38 9.2086 15069.5881 0.9190 142.4736 ## N39 91.9800 93.2511
L39 -9.1680 -15096.3762 -0.8553 104.8986 ## N41 91.8800 93.1300
L41 9.0882 15217.5347 0.7021 708.0050 ## N42 91.4800 92.7390
4243 9.4628 16210.2282 0.7316 767.5135 ## N43 90.6500 91.7994
4344 9.4266 16394.3386 0.8744 544.3185 ## N44 90.0000 91.1261
6869 8.6023 25185.0294 0.5345 339.1453 ## N45 89.7000 91.0928
4445 9.1553 16794.5239 0.6771 558.3732 ## N69 87.6800 89.3463
4546 8.9044 17175.4594 1.0667 346.2607 ## N46 89.3400 91.0595
4647 8.4509 17201.2076 1.1217 272.0711 ## N47 89.3200 91.0425
4754 7.8441 17488.1148 0.7790 732.5380 ## N48 90.5800 91.0392
4849 1.6829 1953.7419 0.9080 38.9870 ## N49 90.4100 91.0371
4950 1.6735 1952.8952 0.6779 28.9462 ## N50 90.3300 91.0370
5051 2.3307 2626.5906 0.9891 133.4459 ## N51 90.0700 91.0369
5152 2.4009 2624.5191 0.9344 57.1709 ## N52 89.9300 91.0369
5253 2.7176 2834.1476 1.2874 234.4963 ## N53 89.5300 91.0368
5354 1.9974 2854.3884 0.4730 1223.6780 ## N54 89.1800 91.0366
5462 8.0486 20360.1582 0.2734 653.4130 ## N55 98.9200 100.0299
5657 0.2710 81.4700 0.5292 0.2741 ## N56 98.4000 99.5490
5758 0.2606 81.9490 0.1801 1.8627 ## N57 99.2300 99.2564
5859 0.6907 627.2340 0.9040 3.4933 ## N58 92.4400 92.6249
5960 0.8274 774.5638 0.8144 5.0949 ## N59 91.6000 91.8115
6061 0.8239 777.6840 0.2161 52.2961 ## N60 91.1600 91.2965
6162 0.9629 1052.1071 1.4473 240.9544 ## N61 90.5000 91.0485
6465 8.6175 23634.2491 0.9578 367.4907 ## N62 88.9200 91.0359
6566 8.5576 23633.7073 0.7757 681.8226 ## N63 95.7500 97.0683
6667 8.6914 25103.9016 0.3388 2243.5011 ## N64 88.6300 89.7613
L595 8.1785 21376.4013 0.1915 392.6260 ## N65 88.0800 89.7187
5556ova 0.4232 241.4970 1.5387 1.7641 ## N66 87.7800 89.6970
5556unda 0.2263 450.3783 2.0241 1.7884 ## N67 87.6100 89.6835
5663ova 0.3825 328.4995 1.2067 2.7874 ## N68 87.8400 89.5060
5663und 0.2359 531.7183 2.1610 2.2111 ## D1 88.7500 91.0357
6364ova 0.5079 252.9021 0.8058 0.5755 ##
6364und 0.6289 1096.8773 3.9213 2.7390 ##
6264ova 1.5016 853.9994 0.6716 21.7388 ##
6264und 3.3265 20518.9255 3.5247 16.8520 ##
6768ova 6.0515 8016.3985 1.0895 54.7433 ##
6768und 2.0442 17151.8096 2.1496 17.1923 ##
FREE # 1 8.6023 25187.7414 0.0000 0.0000 ##
*====================================================*
| Table E15a - SPREADSHEET REACH LIST |
| Peak flow and Total Flow listed by Reach or those |
| conduits or diversions having the same |
| upstream and downstream nodes. |
*====================================================*
Upstream Downstream Maximum Total
Node Node Flow Flow
(cms) (m^3)
--------------- ---------------- ---------- ---------
N1 N2 1.3606 1469.5772
N2 N3 1.3545 1472.0198
N3 N4 1.3439 1473.0811
N4 N5 2.5840 2776.5224
N5 N6 2.5709 2781.3558
N6 N7 2.5771 2783.0204
N7 N8 2.5822 2783.4565
N8 N9 2.9060 3125.8894
N9 N10 2.8766 3127.5841
N10 N11 2.8766 3129.7960
N11 N12 2.9029 3120.5620
N12 N13 2.9326 3100.1911
N13 N14 3.9999 4257.7634
N14 N15 3.9969 4247.8783
N15 N24 3.9945 4255.9360
N24 N25 3.9676 4257.1154
N25 N26 5.1774 5585.4968
N26 N27 5.0122 5563.8541
N27 N38 5.0080 5577.1180
N28 N29 1.1698 1719.2463
N29 N30 2.3230 3218.2774
N30 N31 2.9201 5472.9898
N31 N32 3.9539 7749.1689
N32 N34 4.0916 8371.8847
N33 N34 0.5164 475.7957
N34 N35 4.2853 8889.4440
N35 N36 4.2832 8921.1889
N36 N37 4.4472 9362.3664
N26 N37 0.1475 38.3058
N37 N38 4.5787 9445.0067
N38 N39 9.2086 15069.5881
N41 N39 9.1680 15096.3762
N41 N42 9.0882 15217.5347
N42 N43 9.4628 16210.2282
N43 N44 9.4266 16394.3386
N68 N69 8.6023 25185.0294
N44 N45 9.1553 16794.5239
N45 N46 8.9044 17175.4594
N46 N47 8.4509 17201.2076
N47 N54 7.8441 17488.1148
N48 N49 1.6829 1953.7419
N49 N50 1.6735 1952.8952
N50 N51 2.3307 2626.5906
N51 N52 2.4009 2624.5191
N52 N53 2.7176 2834.1476
N53 N54 1.9974 2854.3884
N54 N62 8.0486 20360.1582
N56 N57 0.2710 81.4700
N57 N58 0.2606 81.9490
N58 N59 0.6907 627.2340
N59 N60 0.8274 774.5638
N60 N61 0.8239 777.6840
N61 N62 0.9629 1052.1071
N64 N65 8.6175 23634.2491
N65 N66 8.5576 23633.7073
N66 N67 8.6914 25103.9016
N62 D1 8.1785 21376.4013
N55 N56 0.6495 691.8753
N56 N63 0.6184 860.2177
N63 N64 1.1317 1349.7794
D1 N64 8.1543 21372.9249
N67 N68 8.6227 25168.2081
#########################################################
# Table E16. New Conduit Information Section #
# Conduit Invert (IE) Elevation and Conduit #
# Maximum Water Surface (WS) Elevations #
#########################################################
Conduit Name Upstream Node Downstream Node IE Up IE Dn WS Up WS Dn Conduit Type
--------------- ---------------- ---------------- --------- --------- --------- --------- -------------
L1 N1 N2 102.8300 101.7100 103.6600 102.3678 Natural
L2 N2 N3 101.7100 100.3800 102.3678 101.1322 Natural
L3 N3 N4 100.3800 99.4600 101.1322 100.4625 Natural
L4 N4 N5 99.4600 99.0400 100.4624 99.9980 Natural
L5 N5 N6 99.0400 98.8600 99.9980 99.5844 Natural
L6 N6 N7 98.8600 98.3300 99.5844 99.5995 Natural
L7 N7 N8 98.3300 97.8000 99.5995 99.6019 Natural
L8 N8 N9 97.8000 97.3700 99.6020 99.6027 Natural
L9 N9 N10 99.2200 99.2100 99.6027 99.4116 Natural
L10 N10 N11 98.7000 96.7000 98.9000 97.6409 Natural
L11 N11 N12 96.7000 96.1000 97.6409 97.6432 Natural
L12 N12 N13 96.1000 95.5000 97.6432 97.6441 Natural
L13 N13 N14 95.5000 94.9500 97.6441 97.6450 Natural
L14 N14 N15 97.1400 97.1300 97.6450 97.5310 Natural
L15 N15 N24 94.4600 94.0300 94.9678 94.7337 Natural
L24 N24 N25 94.0300 93.5900 94.7337 94.2536 Natural
L25 N25 N26 93.5900 92.8500 94.2535 93.9113 Natural
L26 N26 N27 92.8500 92.7400 93.9113 93.3574 Natural
L27 N27 N38 92.7400 92.0000 93.3574 93.3137 Natural
L28 N28 N29 120.5000 113.5000 120.8529 113.9585 Natural
L29 N29 N30 113.5000 105.5000 113.9585 105.9581 Natural
L30 N30 N31 105.5000 97.5000 105.9581 98.2765 Natural
L31 N31 N32 97.5000 94.8000 98.2765 95.9051 Natural
L32 N32 N34 94.8000 94.0700 95.9051 95.0072 Natural
L33 N33 N34 97.5100 97.1200 97.8979 97.3388 Natural
L34 N34 N35 94.0700 93.9700 95.0072 94.9212 Natural
L35 N35 N36 93.9700 92.9800 94.9212 93.6869 Natural
L36 N36 N37 92.9800 92.3100 93.6869 93.3291 Natural
W2637 N26 N37 93.7200 93.6200 93.9113 93.7061 Natural
L37 N37 N38 92.3100 92.0000 93.3291 93.3137 Natural
L38 N38 N39 92.0000 91.9800 93.3137 93.2511 Natural
L39 N41 N39 92.1800 91.9800 93.1300 93.2511 Natural
L41 N41 N42 91.8800 91.4800 93.1300 92.7390 Natural
4243 N42 N43 91.4800 90.6500 92.7389 91.7994 Natural
4344 N43 N44 90.6500 90.0000 91.7994 91.1261 Natural
6869 N68 N69 87.8400 87.6800 89.5060 89.3463 Natural
4445 N44 N45 90.0000 89.7000 91.1261 91.0928 Natural
4546 N45 N46 89.7000 89.3400 91.0928 91.0595 Natural
4647 N46 N47 89.3400 89.3200 91.0595 91.0425 Natural
4754 N47 N54 89.3200 89.1800 91.0425 91.0366 Natural
4849 N48 N49 90.5800 90.4100 91.0392 91.0371 Natural
4950 N49 N50 90.4100 90.3300 91.0371 91.0370 Natural
5051 N50 N51 90.3300 90.0700 91.0370 91.0369 Natural
5152 N51 N52 90.0700 89.9300 91.0369 91.0369 Natural
5253 N52 N53 89.9300 89.5300 91.0369 91.0368 Natural
5354 N53 N54 89.5300 89.2600 91.0368 91.0366 Natural
5462 N54 N62 89.2600 88.9200 91.0366 91.0359 Natural
5657 N56 N57 99.5300 99.2300 99.5490 99.2564 Natural
5758 N57 N58 99.2300 92.4400 99.2564 92.6249 Natural
5859 N58 N59 92.4400 91.6000 92.6249 91.8115 Natural
5960 N59 N60 91.6000 91.1600 91.8115 91.2965 Natural
6061 N60 N61 91.1600 90.5000 91.2965 91.0485 Natural
6162 N61 N62 90.5000 88.9200 91.0485 91.0359 Natural
6465 N64 N65 88.6300 88.0800 89.7613 89.7187 Natural
6566 N65 N66 88.0800 87.7800 89.7187 89.6970 Natural
6667 N66 N67 87.7800 87.6100 89.6970 89.6835 Natural
L595 N62 D1 88.9200 88.7500 91.0359 91.0356 Natural
5556ova N55 N56 99.8500 99.4000 100.0299 99.5797 Natural
5556unda N55 N56 98.9200 98.4700 100.0299 99.5490 Circular
5663ova N56 N63 99.4000 98.0000 99.5490 98.1483 Natural
5663und N56 N63 98.4000 97.0000 99.5490 97.3427 Circular
6364ova N63 N64 97.0000 89.9000 97.0683 89.9594 Natural
6364und N63 N64 95.7500 88.6300 97.0683 89.7613 Circular
6264ova D1 N64 90.8800 90.8600 91.0356 90.9777 Natural
6264und D1 N64 88.7500 88.6300 91.0356 89.7613 Circular
6768ova N67 N68 89.4000 89.3800 89.6835 89.6200 Natural
6768und N67 N68 87.9600 87.8400 89.6835 89.5060 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
--------------- -------- ---------- ---------- -------- ---------- ---------- ---------- ---------
N1 -1.8938 -0.0645 0.0080 0.0385 0.0191 -1.8743 2937.9675 0
N2 -2.4098 -0.0819 0.0102 0.0529 0.0320 -2.3890 2941.5970 0
N3 -1.1938 -0.0405 0.0051 0.0828 0.0418 -1.1529 2945.1009 0
N4 -11.1927 -0.2019 0.0475 0.6573 0.5043 -11.0397 5542.8762 0
N5 -6.6698 -0.1199 0.0283 3.6327 3.3110 -6.3481 5557.8782 0
N6 -3.9854 -0.0715 0.0169 12.3638 11.7576 -3.3792 5564.3762 0
N7 -4.8213 -0.0859 0.0205 45.1817 43.8313 -3.4710 5566.4769 0
N8 -5.9282 -0.0931 0.0252 109.2694 106.8681 -3.5269 6256.5593 0
N9 -9.5361 -0.1507 0.0405 74.6817 73.1453 -7.9998 6253.4736 0
N10 -5.2008 -0.0830 0.0221 11.8069 9.7524 -3.1462 6257.3802 0
N11 -6.4611 -0.1026 0.0274 51.2386 38.5099 6.2676 6250.3580 0
N12 -5.3018 -0.0837 0.0225 121.7614 97.8684 18.5912 6220.7531 0
N13 -8.3388 -0.0957 0.0354 185.9873 158.1721 19.4764 8538.4871 0
N14 -9.5358 -0.1108 0.0405 106.7262 91.9529 5.2375 8505.6417 0
N15 -10.5778 -0.1244 0.0449 1.9423 0.3448 -8.9803 8503.8143 0
N24 -4.3330 -0.0509 0.0184 2.2043 0.3711 -2.4998 8513.0514 0
N25 -24.1388 -0.2165 0.1025 0.7863 0.1385 -23.4910 11148.2612 0
N26 -19.6732 -0.1758 0.0835 0.9009 0.1969 -18.9692 11187.6567 0
N27 -14.1614 -0.1271 0.0601 1.3438 1.0823 -13.8999 11140.9721 0
N28 -15.1740 -0.4431 0.0644 0.8603 1.6180 -15.9317 3422.9396 0
N29 -69.2656 -1.0873 0.2940 3.3993 4.2408 -70.1072 6366.8568 0
N30 -102.8944 -0.9472 0.4368 15.2904 5.8328 -93.4367 10852.6589 0
N31 -141.2969 -0.9185 0.5998 18.4306 3.5660 -126.4324 15372.9969 0
N32 -49.4324 -0.2959 0.2098 6.2365 0.3904 -43.5863 16699.9155 0
N33 -1.7795 -0.1873 0.0076 0.0140 0.0166 -1.7821 950.2101 0
N34 -47.0767 -0.2654 0.1998 2.8330 0.1996 -44.4433 17737.1245 0
N35 -37.1580 -0.2086 0.1577 2.9154 0.2111 -34.4537 17810.6330 0
N36 -22.0239 -0.1177 0.0935 0.8225 0.1051 -21.3065 18705.9729 0
N37 -46.7232 -0.2479 0.1983 2.2513 1.7151 -46.1870 18845.6789 0
N38 -52.4241 -0.1742 0.2225 4.7264 4.6640 -52.3617 30091.7128 0
N39 -30.4568 -0.1010 0.1293 3.3744 3.7171 -30.7995 30165.9642 0
N41 -127.2952 -0.4199 0.5404 5.0200 1.9932 -124.2683 30313.9109 0
N42 -225.2879 -0.6995 0.9564 6.0762 0.0000 -219.2117 32202.0301 0
N43 -192.9207 -0.5917 0.8190 4.5133 0.0000 -188.4074 32604.5667 0
N44 -43.4380 -0.1295 0.1844 4.5548 0.0000 -38.8832 33552.9193 0
N45 -98.6564 -0.2880 0.4188 3.4228 0.0000 -95.2337 34257.4543 0
N69 -4.8267 -0.0096 0.0205 2.1548 0.0000 -2.6719 50372.7708 0
N46 -30.1028 -0.0876 0.1278 2.4477 0.0000 -27.6551 34376.6670 0
N47 -34.1166 -0.0976 0.1448 3.1207 0.0000 -30.9959 34946.6138 0
N48 -3.1144 -0.0798 0.0132 0.0635 0.0000 -3.0509 3905.0944 0
N49 0.4069 0.0104 0.0017 0.1369 0.0000 0.5437 3906.6371 0
N50 -5.2260 -0.0996 0.0222 0.1716 0.0000 -5.0545 5248.5263 0
N51 1.5778 0.0300 0.0067 0.1760 0.0000 1.7538 5251.1097 0
N52 -8.1873 -0.1446 0.0348 0.1695 0.0000 -8.0177 5661.1641 0
N53 -22.2297 -0.3907 0.0944 1.5119 0.0000 -20.7179 5688.5361 0
N54 -25.9361 -0.0637 0.1101 4.0065 0.0000 -21.9297 40702.6614 0
N55 0.3734 0.0270 0.0016 0.0101 0.0000 0.3835 1384.1851 0
N56 -7.4831 -0.3989 0.0318 0.0377 0.0000 -7.4454 1876.0751 0
N57 -0.5470 -0.3346 0.0023 0.0646 0.0000 -0.4824 163.4190 0
N58 -54.5875 -4.5482 0.2317 0.0865 0.0000 -54.5010 1200.1677 0
N59 -2.7242 -0.1761 0.0116 0.0393 0.0000 -2.6849 1546.4899 0
N60 -3.2732 -0.2109 0.0139 0.0793 0.0000 -3.1939 1552.2478 0
N61 -43.3576 -2.1034 0.1841 0.0893 0.0000 -43.2683 2061.2583 0
N62 13.8349 0.0323 0.0587 2.0259 0.0000 15.8608 42788.6666 0
N63 -1.4540 -0.0538 0.0062 0.8571 0.0000 -0.5969 2701.5396 0
N64 -53.0335 -0.1123 0.2251 2.0348 0.0000 -50.9987 47217.5253 0
N65 -3.0226 -0.0064 0.0128 2.5609 0.0000 -0.4617 47267.9563 0
N66 -109.7256 -0.2189 0.4658 18.2736 0.0000 -91.4520 50117.6822 0
N67 -83.2590 -0.1656 0.3534 16.9448 0.0000 -66.3142 50272.1098 0
N68 -20.2615 -0.0402 0.0860 2.3680 0.0000 -17.8935 50353.2376 0
D1 -39.7707 -0.0930 0.1688 1.1558 0.0000 -38.6149 42749.3262 0
The total continuity error was -1998.7 cubic meters
The remaining total volume was 875.99 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
--------------- ---------- ----------- ----------- ----------- ----------- ----------- ----------- ----------- -----------
N1 0.0000 0.0000 1467.7423 0.0000 0.0000 0.0000 -0.0001 0.0000 0.0000
N4 0.0000 0.0000 1292.6434 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N8 0.0000 0.0000 347.0148 0.0000 0.0000 0.0000 -0.0049 0.0000 0.0000
N13 0.0000 0.0000 1179.9036 0.0000 0.0000 0.0000 -0.0010 0.0000 0.0000
N25 0.0000 0.0000 1304.9734 0.0000 0.0000 0.0000 -0.0001 0.0000 0.0000
N28 0.0000 0.0000 1703.1401 0.0000 0.0000 0.0000 -0.0001 0.0000 0.0000
N29 0.0000 0.0000 1428.6705 0.0000 0.0000 0.0000 -0.0006 0.0000 0.0000
N30 0.0000 0.0000 2161.0715 0.0000 0.0000 0.0000 0.0007 0.0000 0.0000
N31 0.0000 0.0000 2149.7002 0.0000 0.0000 0.0000 0.0003 0.0000 0.0000
N32 0.0000 0.0000 578.5183 0.0000 0.0000 0.0000 0.0002 0.0000 0.0000
N33 0.0000 0.0000 474.1432 0.0000 0.0000 0.0000 -0.0001 0.0000 0.0000
N36 0.0000 0.0000 422.1704 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N42 0.0000 0.0000 773.8617 0.0000 0.0000 0.0000 0.0002 0.0000 0.0000
N44 0.0000 0.0000 363.8629 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N45 0.0000 0.0000 287.3349 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N69 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 25187.7414 0.0000 0.0000
N47 0.0000 0.0000 257.1861 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N48 0.0000 0.0000 1950.5738 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N50 0.0000 0.0000 668.6914 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N52 0.0000 0.0000 202.3802 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N55 0.0000 0.0000 692.0004 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N56 0.0000 0.0000 242.3918 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N58 0.0000 0.0000 490.7320 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N59 0.0000 0.0000 144.6057 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N61 0.0000 0.0000 231.3326 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N63 0.0000 0.0000 491.2670 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N64 0.0000 0.0000 860.1343 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N66 0.0000 0.0000 1379.3879 0.0000 0.0000 0.0000 0.0000 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
--------------- ---------- --------- --------- --------- -----------------
N1 0.0000 0.0000 0.0000 0.8302 0.0000
N2 0.0000 0.0000 0.0000 0.6578 0.0000
N3 0.0000 0.0000 0.0000 0.7522 0.0000
N4 0.0000 0.0000 0.0000 1.0024 0.0000
N5 0.0000 0.0000 0.0000 0.9580 0.0000
N6 0.0000 0.0000 0.0000 0.7244 0.0000
N7 0.0000 0.0000 0.0000 1.2695 0.0000
N8 0.0000 0.0000 0.0000 1.8020 0.0000
N9 0.0000 0.0000 0.0000 2.2327 0.0000
N10 0.0000 0.0000 0.0000 1.9000 0.0000
N11 0.0000 0.0000 0.0000 0.9409 0.0000
N12 0.0000 0.0000 0.0000 1.5432 0.0000
N13 0.0000 0.0000 0.0000 2.1441 0.0000
N14 0.0000 0.0000 0.0000 2.6950 0.0000
N15 0.0000 0.0000 0.0000 0.5078 0.0000
N24 0.0000 0.0000 0.0000 0.7037 0.0000
N25 0.0000 0.0000 0.0000 0.6636 0.0000
N26 0.0000 0.0000 0.0000 1.0613 0.0000
N27 0.0000 0.0000 0.0000 0.6174 0.0000
N28 0.0000 0.0000 0.0000 0.3529 0.0000
N29 0.0000 0.0000 0.0000 0.4585 0.0000
N30 0.0000 0.0000 0.0000 0.4581 0.0000
N31 0.0000 0.0000 0.0000 0.7765 0.0000
N32 0.0000 0.0000 0.0000 1.1051 0.0000
N33 0.0000 0.0000 0.0000 0.3879 0.0000
N34 0.0000 0.0000 0.0000 0.9372 0.0000
N35 0.0000 0.0000 0.0000 0.9512 0.0000
N36 0.0000 0.0000 0.0000 0.7069 0.0000
N37 0.0000 0.0000 0.0000 1.0191 0.0000
N38 0.0000 0.0000 0.0000 1.3137 0.0000
N39 0.0000 0.0000 0.0000 1.2711 0.0000
N41 0.0000 0.0000 0.0000 1.2500 0.0000
N42 0.0000 0.0000 0.0000 1.2590 0.0000
N43 0.0000 0.0000 0.0000 1.1494 0.0000
N44 0.0000 0.0000 0.0000 1.1261 0.0000
N45 0.0000 0.0000 0.0000 1.3928 0.0000
N69 0.0000 0.0000 0.0000 1.6663 0.0000
N46 0.0000 0.0000 0.0000 1.7195 0.0000
N47 0.0000 0.0000 0.0000 1.7225 0.0000
N48 0.0000 0.0000 0.0000 0.4592 0.0000
N49 0.0000 0.0000 0.0000 0.6271 0.0000
N50 0.0000 0.0000 0.0000 0.7070 0.0000
N51 0.0000 0.0000 0.0000 0.9669 0.0000
N52 0.0000 0.0000 0.0000 1.1069 0.0000
N53 0.0000 0.0000 0.0000 1.5068 0.0000
N54 0.0000 0.0000 0.0000 1.8566 0.0000
N55 0.0000 0.0000 0.0000 1.1099 0.0000
N56 0.0000 0.0000 0.0000 1.1490 0.0000
N57 0.0000 0.0000 0.0000 0.0264 0.0000
N58 0.0000 0.0000 0.0000 0.1849 0.0000
N59 0.0000 0.0000 0.0000 0.2115 0.0000
N60 0.0000 0.0000 0.0000 0.1365 0.0000
N61 0.0000 0.0000 0.0000 0.5485 0.0000
N62 0.0000 0.0000 0.0000 2.1159 0.0000
N63 0.0000 0.0000 0.0000 1.3183 0.0000
N64 0.0000 0.0000 0.0000 1.1313 0.0000
N65 0.0000 0.0000 0.0000 1.6387 0.0000
N66 0.0000 0.0000 0.0000 1.9170 0.0000
N67 0.0000 0.0000 0.0000 2.0735 0.0000
N68 0.0000 0.0000 0.0000 1.6660 0.0000
D1 0.0000 0.0000 0.0000 2.2857 0.0000
*==================================*
| Simulation Specific Information |
*==================================*
Number of Input Conduits.......... 67 Number of Simulated Conduits...... 68
Number of Natural Channels........ 62 Number of Junctions............... 61
Number of Storage Junctions....... 1 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..L595 with 0.037 percent
The Junction with the largest average change was.N67 with 0.032 percent
The Conduit with the largest sinuosity was.......6364und with 2.518
*===================================================================*
| 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
--------------- ------------ -------------
N1 1468.3902 0.0680
N4 1293.2727 0.0599
N8 347.2133 0.0161
N13 1180.5326 0.0547
N25 1305.6490 0.0604
N28 1703.6933 0.0789
N29 1429.3330 0.0662
N30 2161.3917 0.1001
N31 2150.8381 0.0996
N32 578.8619 0.0268
N33 474.4143 0.0220
N36 422.4176 0.0196
N42 774.2672 0.0358
N44 364.0568 0.0169
N45 287.4710 0.0133
N47 257.2914 0.0119
N48 1951.3525 0.0903
N50 669.0406 0.0310
N52 202.4974 0.0094
N55 692.3098 0.0321
N56 242.5122 0.0112
N58 490.9847 See the original
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