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e1y1hr.out
From the archive Output.zip, inside RAL17/0511 - Information Request Response. File date in the archive: 2018-02-12 12:15.
99.4863
L8 1.0114 1873.0178 0.0545 188.6018 ## N8 97.8000 99.4867
L9 0.9950 1874.5452 0.3242 27.4791 ## N9 97.3700 99.4869
L10 0.9949 1876.1296 0.2012 19.8629 ## N10 97.0000 98.8067
L11 0.9989 1865.5907 0.1158 143.4606 ## N11 96.7000 97.5712
L12 1.0041 1842.2296 0.0733 229.5361 ## N12 96.1000 97.5714
L13 1.3925 2527.4683 0.0852 290.2355 ## N13 95.5000 97.5715
L14 1.3918 2513.9310 0.4540 27.4481 ## N14 94.9500 97.5717
L15 1.3894 2519.0991 0.4072 45.2331 ## N15 94.4600 94.7482
L24 1.3823 2522.4925 0.5786 45.5812 ## N24 94.0300 94.5274
L25 1.8045 3324.5320 0.5072 55.5514 ## N25 93.5900 94.0178
L26 1.7994 3336.8618 0.7860 31.9405 ## N26 92.8500 93.5611
L27 1.7988 3343.2966 0.6810 39.7312 ## N27 92.7400 93.1419
L28 0.3881 1010.3380 0.5470 3.6573 ## N28 120.5000 120.6998
L29 0.7920 1893.5881 0.7702 5.2456 ## N29 113.5000 113.7606
L30 1.0222 3176.5145 0.5390 17.4174 ## N30 105.5000 105.7547
L31 1.5279 4515.2440 0.4973 79.9009 ## N31 97.5000 97.9827
L32 1.6427 4905.0213 0.7690 44.0945 ## N32 94.8000 95.5613
L33 0.1927 287.0457 0.3225 1.9897 ## N33 97.5100 97.7981
L34 1.7494 5214.4393 0.2289 134.5973 ## N34 94.0700 94.7902
L35 1.7520 5226.9004 0.6808 27.0400 ## N35 93.9700 94.7467
L36 1.8377 5487.8620 1.4357 28.8872 ## N36 92.9800 93.5047
W2637 0.0000 0.0000 0.0000 0.0001 ## N37 92.3100 92.9433
L37 1.8575 5502.4784 0.4734 101.3681 ## N38 92.0000 92.9233
L38 3.4764 8878.2645 0.7636 63.8232 ## N39 91.9800 92.8502
L39 -3.4690 -8891.1159 -0.6518 50.3749 ## N41 91.8800 92.7231
L41 3.4554 8963.2806 0.4953 381.6513 ## N42 91.4800 92.3445
4243 3.6418 9543.6150 0.6514 335.1690 ## N43 90.6500 91.4922
4344 3.6148 9612.0115 0.7483 233.0694 ## N44 90.0000 90.6749
6869 3.8127 14964.9073 0.4434 171.9666 ## N45 89.7000 90.6012
4445 3.6847 9888.9471 0.4437 277.9915 ## N69 87.6800 88.8246
4546 3.7564 10117.1529 1.0485 102.5100 ## N46 89.3400 90.2351
4647 3.7292 10139.4631 0.9092 84.9249 ## N47 89.3200 90.1366
4754 3.7197 10316.7558 0.8645 186.2379 ## N48 90.5800 90.8362
4849 0.5735 1177.4232 0.6805 10.0346 ## N49 90.4100 90.6465
4950 0.5731 1179.9362 0.4054 8.5817 ## N50 90.3300 90.6293
5051 0.8242 1594.9950 0.6928 21.6742 ## N51 90.0700 90.3244
5152 0.8194 1598.7883 0.5625 10.4317 ## N52 89.9300 90.3096
5253 0.8939 1727.3075 0.9512 31.5339 ## N53 89.5300 90.0613
5354 0.8843 1743.9839 0.3470 405.4604 ## N54 89.1800 90.0610
5462 3.9273 12098.8659 0.2720 272.7534 ## N55 98.9200 99.8991
5657 0.0000 0.0000 0.0000 0.0000 ## N56 98.4000 99.4736
5758 0.0000 0.0000 0.0000 0.2888 ## N57 99.2300 99.2300
5859 0.1828 296.4783 0.5087 1.0060 ## N58 92.4400 92.5299
5960 0.2431 385.1213 0.5308 1.3677 ## N59 91.6000 91.7288
6061 0.2409 387.3047 0.1277 15.5630 ## N60 91.1600 91.2422
6162 0.3202 538.2421 1.2009 43.0941 ## N61 90.5000 90.8363
6465 4.3895 14036.2545 0.8897 207.9428 ## N62 88.9200 90.0591
6566 4.1680 14053.5067 0.6689 449.5045 ## N63 95.7500 96.0120
6667 3.9269 14970.2819 0.2465 1606.9465 ## N64 88.6300 89.5023
L595 4.0560 12640.2322 0.1915 180.0582 ## N65 88.0800 89.3720
5556ova 0.0145 1.5199 0.5078 0.0748 ## N66 87.7800 89.3564
5556unda 0.2089 407.1787 1.8722 1.7901 ## N67 87.6100 89.3497
5663ova 0.0558 20.5959 0.7055 0.3390 ## N68 87.8400 88.9850
5663und 0.2306 538.2828 2.1190 2.1875 ## D1 88.7500 90.0588
6364ova 0.0000 0.0000 0.0000 0.0000 ##
6364und 0.4689 855.4379 3.7638 1.6856 ##
6264ova 0.0000 0.0000 0.0000 0.0000 ##
6264und 2.0150 12639.1721 2.2594 15.9327 ##
6768ova 0.0000 0.0000 0.0000 0.0000 ##
6768und 1.9065 14955.2596 2.0192 17.1853 ##
FREE # 1 3.8127 14966.2752 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 0.4739 874.1124
N2 N3 0.4713 875.7745
N3 N4 0.4665 877.1468
N4 N5 0.9118 1664.4886
N5 N6 0.9054 1668.4878
N6 N7 0.9054 1669.4681
N7 N8 0.8968 1668.6460
N8 N9 1.0114 1873.0178
N9 N10 0.9950 1874.5452
N10 N11 0.9949 1876.1296
N11 N12 0.9989 1865.5907
N12 N13 1.0041 1842.2296
N13 N14 1.3925 2527.4683
N14 N15 1.3918 2513.9310
N15 N24 1.3894 2519.0991
N24 N25 1.3823 2522.4925
N25 N26 1.8045 3324.5320
N26 N27 1.7994 3336.8618
N27 N38 1.7988 3343.2966
N28 N29 0.3881 1010.3380
N29 N30 0.7920 1893.5881
N30 N31 1.0222 3176.5145
N31 N32 1.5279 4515.2440
N32 N34 1.6427 4905.0213
N33 N34 0.1927 287.0457
N34 N35 1.7494 5214.4393
N35 N36 1.7520 5226.9004
N36 N37 1.8377 5487.8620
N37 N38 1.8575 5502.4784
N38 N39 3.4764 8878.2645
N41 N39 3.4690 8891.1159
N41 N42 3.4554 8963.2806
N42 N43 3.6418 9543.6150
N43 N44 3.6148 9612.0115
N68 N69 3.8127 14964.9073
N44 N45 3.6847 9888.9471
N45 N46 3.7564 10117.1529
N46 N47 3.7292 10139.4631
N47 N54 3.7197 10316.7558
N48 N49 0.5735 1177.4232
N49 N50 0.5731 1179.9362
N50 N51 0.8242 1594.9950
N51 N52 0.8194 1598.7883
N52 N53 0.8939 1727.3075
N53 N54 0.8843 1743.9839
N54 N62 3.9273 12098.8659
N58 N59 0.1828 296.4783
N59 N60 0.2431 385.1213
N60 N61 0.2409 387.3047
N61 N62 0.3202 538.2421
N64 N65 4.3895 14036.2545
N65 N66 4.1680 14053.5067
N66 N67 3.9269 14970.2819
N62 D1 4.0560 12640.2322
N55 N56 0.2234 408.6986
N56 N63 0.2863 558.8787
N63 N64 0.4689 855.4379
D1 N64 4.0300 12639.1721
N67 N68 3.8130 14955.2596
#########################################################
# 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 103.3901 102.1514 Natural
L2 N2 N3 101.7100 100.3800 102.1514 100.8854 Natural
L3 N3 N4 100.3800 99.4600 100.8854 100.1475 Natural
L4 N4 N5 99.4600 99.0400 100.1475 99.6832 Natural
L5 N5 N6 99.0400 98.8600 99.6832 99.4827 Natural
L6 N6 N7 98.8600 98.3300 99.4827 99.4863 Natural
L7 N7 N8 98.3300 97.8000 99.4863 99.4867 Natural
L8 N8 N9 97.8000 97.3700 99.4867 99.4869 Natural
L9 N9 N10 99.2200 99.2100 99.4869 99.3538 Natural
L10 N10 N11 98.7000 96.7000 98.8067 97.5712 Natural
L11 N11 N12 96.7000 96.1000 97.5712 97.5714 Natural
L12 N12 N13 96.1000 95.5000 97.5714 97.5715 Natural
L13 N13 N14 95.5000 94.9500 97.5715 97.5717 Natural
L14 N14 N15 97.1400 97.1300 97.5717 97.5184 Natural
L15 N15 N24 94.4600 94.0300 94.7482 94.5274 Natural
L24 N24 N25 94.0300 93.5900 94.5274 94.0178 Natural
L25 N25 N26 93.5900 92.8500 94.0178 93.5611 Natural
L26 N26 N27 92.8500 92.7400 93.5611 93.1419 Natural
L27 N27 N38 92.7400 92.0000 93.1419 92.9233 Natural
L28 N28 N29 120.5000 113.5000 120.6998 113.7606 Natural
L29 N29 N30 113.5000 105.5000 113.7606 105.7547 Natural
L30 N30 N31 105.5000 97.5000 105.7547 97.9827 Natural
L31 N31 N32 97.5000 94.8000 97.9827 95.5613 Natural
L32 N32 N34 94.8000 94.0700 95.5613 94.7902 Natural
L33 N33 N34 97.5100 97.1200 97.7981 97.2670 Natural
L34 N34 N35 94.0700 93.9700 94.7902 94.7467 Natural
L35 N35 N36 93.9700 92.9800 94.7467 93.5047 Natural
L36 N36 N37 92.9800 92.3100 93.5047 92.9433 Natural
W2637 N26 N37 93.7200 93.6200 92.9433 92.9433 Natural
L37 N37 N38 92.3100 92.0000 92.9433 92.9233 Natural
L38 N38 N39 92.0000 91.9800 92.9233 92.8502 Natural
L39 N41 N39 92.1800 91.9800 92.7231 92.8502 Natural
L41 N41 N42 91.8800 91.4800 92.7231 92.3445 Natural
4243 N42 N43 91.4800 90.6500 92.3445 91.4922 Natural
4344 N43 N44 90.6500 90.0000 91.4922 90.6749 Natural
6869 N68 N69 87.8400 87.6800 88.9850 88.8246 Natural
4445 N44 N45 90.0000 89.7000 90.6749 90.6012 Natural
4546 N45 N46 89.7000 89.3400 90.6012 90.2351 Natural
4647 N46 N47 89.3400 89.3200 90.2351 90.1366 Natural
4754 N47 N54 89.3200 89.1800 90.1366 90.0610 Natural
4849 N48 N49 90.5800 90.4100 90.8362 90.6465 Natural
4950 N49 N50 90.4100 90.3300 90.6464 90.6293 Natural
5051 N50 N51 90.3300 90.0700 90.6293 90.3244 Natural
5152 N51 N52 90.0700 89.9300 90.3244 90.3096 Natural
5253 N52 N53 89.9300 89.5300 90.3096 90.0613 Natural
5354 N53 N54 89.5300 89.2600 90.0613 90.0610 Natural
5462 N54 N62 89.2600 88.9200 90.0610 90.0591 Natural
5657 N56 N57 99.5300 99.2300 99.2300 99.2300 Natural
5758 N57 N58 99.2300 92.4400 99.2300 92.5299 Natural
5859 N58 N59 92.4400 91.6000 92.5299 91.7288 Natural
5960 N59 N60 91.6000 91.1600 91.7288 91.2422 Natural
6061 N60 N61 91.1600 90.5000 91.2422 90.8363 Natural
6162 N61 N62 90.5000 88.9200 90.8363 90.0591 Natural
6465 N64 N65 88.6300 88.0800 89.5023 89.3720 Natural
6566 N65 N66 88.0800 87.7800 89.3720 89.3564 Natural
6667 N66 N67 87.7800 87.6100 89.3564 89.3497 Natural
L595 N62 D1 88.9200 88.7500 90.0591 90.0588 Natural
5556ova N55 N56 99.8500 99.4000 99.8991 99.4736 Natural
5556unda N55 N56 98.9200 98.4700 99.8991 99.4736 Circular
5663ova N56 N63 99.4000 98.0000 99.4736 98.0724 Natural
5663und N56 N63 98.4000 97.0000 99.4736 97.3402 Circular
6364ova N63 N64 97.0000 89.9000 89.5023 89.5023 Natural
6364und N63 N64 95.7500 88.6300 96.0120 89.5023 Circular
6264ova D1 N64 90.8800 90.8600 89.5023 89.5023 Natural
6264und D1 N64 88.7500 88.6300 90.0588 89.5023 Circular
6768ova N67 N68 89.4000 89.3800 88.9850 88.9850 Natural
6768und N67 N68 87.9600 87.8400 89.3497 88.9850 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 -1.1244 -0.0643 0.0080 0.0414 0.0191 -1.1020 1747.4501 0
N2 -1.6997 -0.0971 0.0121 0.0569 0.0320 -1.6748 1749.8870 0
N3 -1.4799 -0.0844 0.0105 0.0892 0.0418 -1.4324 1752.9213 0
N4 -7.5525 -0.2273 0.0536 0.6752 0.5043 -7.3816 3321.9227 0
N5 -5.0694 -0.1519 0.0359 3.6653 3.3110 -4.7151 3332.9765 0
N6 -2.6957 -0.0805 0.0191 12.4156 11.7576 -2.0378 3337.9559 0
N7 -2.9358 -0.0868 0.0208 45.2862 43.8313 -1.4809 3338.1141 0
N8 -4.0644 -0.1053 0.0288 109.4544 106.8681 -1.4781 3751.1246 0
N9 -7.8035 -0.2042 0.0553 74.8007 73.1453 -6.1482 3747.5631 0
N10 -4.1209 -0.1096 0.0292 11.9222 9.7524 -1.9511 3750.6748 0
N11 -4.9305 -0.1302 0.0350 51.7421 38.5099 8.3017 3741.7203 0
N12 -3.6423 -0.0954 0.0258 122.6065 97.8684 21.0957 3707.8203 0
N13 -3.1043 -0.0591 0.0220 186.9658 158.1721 25.6894 5084.1833 0
N14 -6.0818 -0.1183 0.0431 107.2621 91.9529 9.2274 5041.3993 0
N15 -7.7500 -0.1539 0.0550 2.0178 0.3448 -6.0771 5033.0301 0
N24 -6.1214 -0.1214 0.0434 2.2956 0.3711 -4.1968 5041.5916 0
N25 -15.6008 -0.2351 0.1106 0.8401 0.1385 -14.8993 6634.7481 0
N26 -14.3946 -0.2161 0.1021 0.9564 0.1969 -13.6351 6661.3938 0
N27 -7.4575 -0.1116 0.0529 1.3776 1.0823 -7.1621 6680.1584 0
N28 -5.0996 -0.2529 0.0362 0.9093 1.6180 -5.8082 2014.9664 0
N29 -31.8893 -0.8485 0.2261 3.4453 4.2408 -32.6848 3754.6855 0
N30 -45.8201 -0.7242 0.3249 14.9382 5.8328 -36.7147 6316.2738 0
N31 -54.7657 -0.6084 0.3884 17.9693 3.5660 -40.3623 8990.5154 0
N32 -46.2294 -0.4730 0.3278 6.1071 0.3904 -40.5127 9769.3920 0
N33 -1.0878 -0.1898 0.0077 0.0157 0.0166 -1.0887 573.2142 0
N34 -26.7087 -0.2566 0.1894 2.7608 0.1996 -24.1475 10406.5063 0
N35 -16.8583 -0.1614 0.1195 2.8473 0.2111 -14.2221 10441.3397 0
N36 -8.1606 -0.0744 0.0579 0.8023 0.1051 -7.4634 10969.4870 0
N37 -15.4395 -0.1405 0.1095 2.2353 1.7151 -14.9193 10990.3403 0
N38 -35.3508 -0.1994 0.2507 4.7296 4.6640 -35.2852 17724.0394 0
N39 -14.8221 -0.0834 0.1051 3.3774 3.7171 -15.1619 17769.3803 0
N41 -77.1674 -0.4321 0.5472 5.1184 1.9932 -74.0422 17854.3964 0
N42 -120.4404 -0.6347 0.8541 6.4161 0.0000 -114.0242 18974.0320 0
N43 -74.1361 -0.3870 0.5257 4.7449 0.0000 -69.3912 19155.6265 0
N44 -63.0410 -0.3196 0.4471 4.5631 0.0000 -58.4778 19720.5310 0
N45 -61.3526 -0.3040 0.4351 3.4284 0.0000 -57.9241 20177.6847 0
N69 -3.8359 -0.0128 0.0272 2.1709 0.0000 -1.6650 29931.1824 0
N46 -26.0326 -0.1285 0.1846 2.4487 0.0000 -23.5839 20256.6160 0
N47 -29.8684 -0.1449 0.2118 3.1208 0.0000 -26.7476 20608.1157 0
N48 -1.6136 -0.0686 0.0114 0.0679 0.0000 -1.5457 2353.5931 0
N49 -2.9391 -0.1247 0.0208 0.1466 0.0000 -2.7924 2357.3593 0
N50 -4.1044 -0.1288 0.0291 0.1841 0.0000 -3.9203 3186.3811 0
N51 -4.3702 -0.1368 0.0310 0.1891 0.0000 -4.1811 3193.7834 0
N52 -7.2401 -0.2100 0.0513 0.1823 0.0000 -7.0578 3448.1597 0
N53 -18.3015 -0.5271 0.1298 1.5410 0.0000 -16.7605 3471.2914 0
N54 -46.0868 -0.1907 0.3268 4.0332 0.0000 -42.0536 24159.6055 0
N55 -0.3662 -0.0448 0.0026 0.0108 0.0000 -0.3553 817.1778 0
N56 -3.9606 -0.3556 0.0281 0.0409 0.0000 -3.9197 1113.8819 0
N57 -0.0710 0.0000 0.0005 0.0710 0.0000 0.0000 0.0000 0
N58 -0.4699 -0.0793 0.0033 0.0952 0.0000 -0.3747 592.6211 0
N59 -1.5335 -0.1995 0.0109 0.0433 0.0000 -1.4902 768.7891 0
N60 -2.2639 -0.2931 0.0161 0.0879 0.0000 -2.1761 772.4260 0
N61 -11.6744 -1.0960 0.0828 0.0974 0.0000 -11.5771 1065.1690 0
N62 -22.2303 -0.0879 0.1576 1.9339 0.0000 -20.2965 25277.3402 0
N63 -0.7081 -0.0414 0.0050 0.7372 0.0000 0.0291 1710.7812 0
N64 -25.8911 -0.0923 0.1836 2.0764 0.0000 -23.8147 28049.9923 0
N65 -20.0845 -0.0715 0.1424 3.3635 0.0000 -16.7211 28089.7612 0
N66 -104.2904 -0.3492 0.7396 18.8362 0.0000 -85.4542 29856.4580 0
N67 -3.0117 -0.0101 0.0214 16.9806 0.0000 13.9690 29925.5415 0
N68 -14.9249 -0.0499 0.1058 2.3852 0.0000 -12.5396 29920.1668 0
D1 -24.6106 -0.0974 0.1745 1.0051 0.0000 -23.6055 25279.4043 0
The total continuity error was -1186.5 cubic meters
The remaining total volume was 880.73 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 873.1112 0.0000 0.0000 0.0000 -0.0001 0.0000 0.0000
N4 0.0000 0.0000 780.0650 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N8 0.0000 0.0000 209.3904 0.0000 0.0000 0.0000 -0.0049 0.0000 0.0000
N13 0.0000 0.0000 714.2645 0.0000 0.0000 0.0000 -0.0010 0.0000 0.0000
N25 0.0000 0.0000 787.4904 0.0000 0.0000 0.0000 -0.0001 0.0000 0.0000
N28 0.0000 0.0000 1004.4430 0.0000 0.0000 0.0000 -0.0001 0.0000 0.0000
N29 0.0000 0.0000 850.5275 0.0000 0.0000 0.0000 -0.0006 0.0000 0.0000
N30 0.0000 0.0000 1246.0776 0.0000 0.0000 0.0000 0.0007 0.0000 0.0000
N31 0.0000 0.0000 1298.3575 0.0000 0.0000 0.0000 0.0003 0.0000 0.0000
N32 0.0000 0.0000 349.0070 0.0000 0.0000 0.0000 0.0002 0.0000 0.0000
N33 0.0000 0.0000 286.0740 0.0000 0.0000 0.0000 -0.0001 0.0000 0.0000
N36 0.0000 0.0000 254.6389 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N42 0.0000 0.0000 466.9965 0.0000 0.0000 0.0000 0.0002 0.0000 0.0000
N44 0.0000 0.0000 219.5056 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N45 0.0000 0.0000 171.5378 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 14966.2752 0.0000 0.0000
N47 0.0000 0.0000 151.8606 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N48 0.0000 0.0000 1175.9018 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N50 0.0000 0.0000 411.3280 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N52 0.0000 0.0000 122.0228 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N55 0.0000 0.0000 408.3735 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N56 0.0000 0.0000 146.2630 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N58 0.0000 0.0000 296.0556 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N59 0.0000 0.0000 87.1594 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N61 0.0000 0.0000 139.5755 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N63 0.0000 0.0000 296.3695 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N64 0.0000 0.0000 518.9768 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N66 0.0000 0.0000 832.4327 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 0.5601 0.0000
N2 0.0000 0.0000 0.0000 0.4414 0.0000
N3 0.0000 0.0000 0.0000 0.5054 0.0000
N4 0.0000 0.0000 0.0000 0.6875 0.0000
N5 0.0000 0.0000 0.0000 0.6432 0.0000
N6 0.0000 0.0000 0.0000 0.6227 0.0000
N7 0.0000 0.0000 0.0000 1.1563 0.0000
N8 0.0000 0.0000 0.0000 1.6867 0.0000
N9 0.0000 0.0000 0.0000 2.1169 0.0000
N10 0.0000 0.0000 0.0000 1.8067 0.0000
N11 0.0000 0.0000 0.0000 0.8712 0.0000
N12 0.0000 0.0000 0.0000 1.4714 0.0000
N13 0.0000 0.0000 0.0000 2.0715 0.0000
N14 0.0000 0.0000 0.0000 2.6217 0.0000
N15 0.0000 0.0000 0.0000 0.2882 0.0000
N24 0.0000 0.0000 0.0000 0.4974 0.0000
N25 0.0000 0.0000 0.0000 0.4278 0.0000
N26 0.0000 0.0000 0.0000 0.7111 0.0000
N27 0.0000 0.0000 0.0000 0.4019 0.0000
N28 0.0000 0.0000 0.0000 0.1998 0.0000
N29 0.0000 0.0000 0.0000 0.2606 0.0000
N30 0.0000 0.0000 0.0000 0.2547 0.0000
N31 0.0000 0.0000 0.0000 0.4827 0.0000
N32 0.0000 0.0000 0.0000 0.7613 0.0000
N33 0.0000 0.0000 0.0000 0.2881 0.0000
N34 0.0000 0.0000 0.0000 0.7202 0.0000
N35 0.0000 0.0000 0.0000 0.7767 0.0000
N36 0.0000 0.0000 0.0000 0.5247 0.0000
N37 0.0000 0.0000 0.0000 0.6333 0.0000
N38 0.0000 0.0000 0.0000 0.9233 0.0000
N39 0.0000 0.0000 0.0000 0.8702 0.0000
N41 0.0000 0.0000 0.0000 0.8431 0.0000
N42 0.0000 0.0000 0.0000 0.8645 0.0000
N43 0.0000 0.0000 0.0000 0.8422 0.0000
N44 0.0000 0.0000 0.0000 0.6749 0.0000
N45 0.0000 0.0000 0.0000 0.9012 0.0000
N69 0.0000 0.0000 0.0000 1.1446 0.0000
N46 0.0000 0.0000 0.0000 0.8951 0.0000
N47 0.0000 0.0000 0.0000 0.8166 0.0000
N48 0.0000 0.0000 0.0000 0.2562 0.0000
N49 0.0000 0.0000 0.0000 0.2365 0.0000
N50 0.0000 0.0000 0.0000 0.2993 0.0000
N51 0.0000 0.0000 0.0000 0.2544 0.0000
N52 0.0000 0.0000 0.0000 0.3796 0.0000
N53 0.0000 0.0000 0.0000 0.5313 0.0000
N54 0.0000 0.0000 0.0000 0.8810 0.0000
N55 0.0000 0.0000 0.0000 0.9791 0.0000
N56 0.0000 0.0000 0.0000 1.0736 0.0000
N57 0.0000 0.0000 0.0000 0.0000 0.0000
N58 0.0000 0.0000 0.0000 0.0899 0.0000
N59 0.0000 0.0000 0.0000 0.1288 0.0000
N60 0.0000 0.0000 0.0000 0.0822 0.0000
N61 0.0000 0.0000 0.0000 0.3363 0.0000
N62 0.0000 0.0000 0.0000 1.1391 0.0000
N63 0.0000 0.0000 0.0000 0.2620 0.0000
N64 0.0000 0.0000 0.0000 0.8723 0.0000
N65 0.0000 0.0000 0.0000 1.2920 0.0000
N66 0.0000 0.0000 0.0000 1.5764 0.0000
N67 0.0000 0.0000 0.0000 1.7397 0.0000
N68 0.0000 0.0000 0.0000 1.1450 0.0000
D1 0.0000 0.0000 0.0000 1.3089 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 0.023 percent
The Junction with the largest average change was.N67 with 0.030 percent
The Conduit with the largest sinuosity was.......5663und with 2.261
*===================================================================*
| 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 873.3377 0.0404
N4 780.2873 0.0361
N8 209.4608 0.0097
N13 714.4854 0.0331
N25 787.7236 0.0365
N28 1004.6284 0.0465
N29 850.7594 0.0394
N30 1246.1711 0.0577
N31 1298.7568 0.0601
N32 349.1267 0.0162
N33 286.1685 0.0132
N36 254.7247 0.0118
N42 467.1364 0.0216
N44 219.5725 0.0102
N45 171.5846 0.0079
N47 151.8968 0.0070
N48 1176.1699 0.0545
N50 411.4499 0.0190
N52 122.0639 0.0057
N55 408.4791 0.0189
N56 146.3046 0.0068
N58 296.1429 0.0137
N59 87.1896 0.0040
N61 139.6222 0.0065
N63 296.4647 See the original
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