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e1y25m.out
From the archive Output.zip, inside RAL17/0511 - Information Request Response. File date in the archive: 2018-02-12 12:19.
99.4858
L8 1.0101 1206.6502 0.0544 188.5252 ## N8 97.8000 99.4864
L9 0.9905 1206.4489 0.3243 27.3928 ## N9 97.3700 99.4865
L10 0.9904 1207.6421 0.2004 19.8570 ## N10 97.0000 98.8064
L11 0.9994 1197.7144 0.1160 143.4973 ## N11 96.7000 97.5713
L12 1.0054 1175.3010 0.0734 229.5627 ## N12 96.1000 97.5716
L13 1.3917 1609.2162 0.0852 290.2329 ## N13 95.5000 97.5715
L14 1.3927 1594.9955 0.4542 27.4518 ## N14 94.9500 97.5717
L15 1.3899 1598.4673 0.4604 45.2782 ## N15 94.4600 94.7482
L24 1.3795 1596.8700 0.5798 44.9624 ## N24 94.0300 94.5283
L25 1.7677 2113.1932 0.5207 53.9392 ## N25 93.5900 94.0144
L26 1.7483 2120.9121 0.7776 31.3580 ## N26 92.8500 93.5531
L27 1.7460 2124.7755 0.7343 37.3040 ## N27 92.7400 93.1369
L28 0.3448 656.4776 0.5079 3.3520 ## N28 120.5000 120.6876
L29 0.7155 1239.1186 0.7455 5.2456 ## N29 113.5000 113.7535
L30 0.8799 2050.4349 0.5064 15.0306 ## N30 105.5000 105.7339
L31 1.3231 2922.4850 0.4780 66.4168 ## N31 97.5000 97.9543
L32 1.4264 3177.2315 0.7372 38.5627 ## N32 94.8000 95.5155
L33 0.2106 185.2158 0.3264 2.2084 ## N33 97.5100 97.8060
L34 1.5201 3382.5351 0.2096 127.8518 ## N34 94.0700 94.7648
L35 1.5262 3391.7125 0.6836 22.6667 ## N35 93.9700 94.7271
L36 1.5983 3562.6862 1.4509 23.6445 ## N36 92.9800 93.4699
W2637 0.0000 0.0000 0.0000 0.0001 ## N37 92.3100 92.9098
L37 1.6216 3573.0371 0.4741 92.9526 ## N38 92.0000 92.8896
L38 3.1441 5720.2121 0.7812 58.5553 ## N39 91.9800 92.8196
L39 -3.1326 -5728.7986 -0.6305 46.8441 ## N41 91.8800 92.6939
L41 3.1207 5787.3232 0.4890 356.3662 ## N42 91.4800 92.3113
4243 3.2315 6183.8714 0.6434 294.0735 ## N43 90.6500 91.4580
4344 3.1764 6229.0234 0.7348 205.4821 ## N44 90.0000 90.6414
6869 2.8572 9700.2902 0.4122 138.6190 ## N45 89.7000 90.5739
4445 3.2051 6422.4997 0.4105 261.3966 ## N69 87.6800 88.6921
4546 3.2477 6581.3794 1.0500 90.5104 ## N46 89.3400 90.1780
4647 3.2489 6599.8087 0.8654 74.2147 ## N47 89.3200 90.0558
4754 3.2976 6722.1979 0.8898 129.4962 ## N48 90.5800 90.8331
4849 0.5589 757.5577 0.6737 9.8823 ## N49 90.4100 90.6454
4950 0.5586 759.1287 0.3969 8.5484 ## N50 90.3300 90.6288
5051 0.8213 1024.5877 0.6917 21.6029 ## N51 90.0700 90.3242
5152 0.8152 1026.7650 0.4761 10.4263 ## N52 89.9300 90.3096
5253 0.8935 1109.7841 0.9524 14.4793 ## N53 89.5300 89.8739
5354 0.8819 1121.2227 0.3956 273.6508 ## N54 89.1800 89.8736
5462 3.2298 7856.8083 0.2713 211.3617 ## N55 98.9200 99.9002
5657 0.0000 0.0000 0.0000 0.0000 ## N56 98.4000 99.4721
5758 0.0000 0.0000 0.0000 0.3056 ## N57 99.2300 99.2300
5859 0.1923 191.1907 0.5190 1.0599 ## N58 92.4400 92.5324
5960 0.2579 248.6035 0.5409 1.4569 ## N59 91.6000 91.7317
6061 0.2555 250.1535 0.1708 16.5909 ## N60 91.1600 91.2440
6162 0.3438 348.3245 1.2844 21.4374 ## N61 90.5000 90.8451
6465 3.4532 9099.3355 0.9065 146.1792 ## N62 88.9200 89.8706
6566 3.3073 9104.9105 0.6988 288.9217 ## N63 95.7500 96.0218
6667 2.9949 9715.6149 0.2819 1152.4745 ## N64 88.6300 89.4475
L595 3.2883 8207.2000 0.1915 147.6625 ## N65 88.0800 89.1370
5556ova 0.0155 1.0641 0.5381 0.0721 ## N66 87.7800 89.0965
5556unda 0.2095 264.6122 1.8938 1.7891 ## N67 87.6100 89.0862
5663ova 0.0529 12.7617 0.6958 0.3188 ## N68 87.8400 88.8522
5663und 0.2306 349.3129 2.1193 2.1873 ## D1 88.7500 89.8702
6364ova 0.0000 0.0000 0.0000 0.0000 ##
6364und 0.4818 535.0064 3.7965 1.4909 ##
6264ova 0.0000 0.0000 0.0000 0.0000 ##
6264und 1.6410 8207.3589 1.9157 15.2253 ##
6768ova 0.0000 0.0000 0.0000 0.0000 ##
6768und 1.4289 9691.4875 1.5399 16.6606 ##
FREE # 1 2.8572 9701.0954 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 0.4733 566.4753
N2 N3 0.4703 567.7344
N3 N4 0.4643 568.0391
N4 N5 0.9171 1075.8963
N5 N6 0.9088 1077.7066
N6 N7 0.9048 1078.1542
N7 N8 0.8980 1076.7122
N8 N9 1.0101 1206.6502
N9 N10 0.9905 1206.4489
N10 N11 0.9904 1207.6421
N11 N12 0.9994 1197.7144
N12 N13 1.0054 1175.3010
N13 N14 1.3917 1609.2162
N14 N15 1.3927 1594.9955
N15 N24 1.3899 1598.4673
N24 N25 1.3795 1596.8700
N25 N26 1.7677 2113.1932
N26 N27 1.7483 2120.9121
N27 N38 1.7460 2124.7755
N28 N29 0.3448 656.4776
N29 N30 0.7155 1239.1186
N30 N31 0.8799 2050.4349
N31 N32 1.3231 2922.4850
N32 N34 1.4264 3177.2315
N33 N34 0.2106 185.2158
N34 N35 1.5201 3382.5351
N35 N36 1.5262 3391.7125
N36 N37 1.5983 3562.6862
N37 N38 1.6216 3573.0371
N38 N39 3.1441 5720.2121
N41 N39 3.1326 5728.7986
N41 N42 3.1207 5787.3232
N42 N43 3.2315 6183.8714
N43 N44 3.1764 6229.0234
N68 N69 2.8572 9700.2902
N44 N45 3.2051 6422.4997
N45 N46 3.2477 6581.3794
N46 N47 3.2489 6599.8087
N47 N54 3.2976 6722.1979
N48 N49 0.5589 757.5577
N49 N50 0.5586 759.1287
N50 N51 0.8213 1024.5877
N51 N52 0.8152 1026.7650
N52 N53 0.8935 1109.7841
N53 N54 0.8819 1121.2227
N54 N62 3.2298 7856.8083
N58 N59 0.1923 191.1907
N59 N60 0.2579 248.6035
N60 N61 0.2555 250.1535
N61 N62 0.3438 348.3245
N64 N65 3.4532 9099.3355
N65 N66 3.3073 9104.9105
N66 N67 2.9949 9715.6149
N62 D1 3.2883 8207.2000
N55 N56 0.2249 265.6763
N56 N63 0.2834 362.0746
N63 N64 0.4818 535.0064
D1 N64 3.2820 8207.3589
N67 N68 2.8578 9691.4875
#########################################################
# 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 103.3896 102.1511 Natural
L2 N2 N3 101.7100 100.3800 102.1510 100.8845 Natural
L3 N3 N4 100.3800 99.4600 100.8845 100.1492 Natural
L4 N4 N5 99.4600 99.0400 100.1492 99.6840 Natural
L5 N5 N6 99.0400 98.8600 99.6840 99.4819 Natural
L6 N6 N7 98.8600 98.3300 99.4819 99.4858 Natural
L7 N7 N8 98.3300 97.8000 99.4858 99.4864 Natural
L8 N8 N9 97.8000 97.3700 99.4864 99.4865 Natural
L9 N9 N10 99.2200 99.2100 99.4865 99.3536 Natural
L10 N10 N11 98.7000 96.7000 98.8064 97.5713 Natural
L11 N11 N12 96.7000 96.1000 97.5713 97.5716 Natural
L12 N12 N13 96.1000 95.5000 97.5716 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 94.5283 Natural
L24 N24 N25 94.0300 93.5900 94.5283 94.0144 Natural
L25 N25 N26 93.5900 92.8500 94.0144 93.5531 Natural
L26 N26 N27 92.8500 92.7400 93.5531 93.1369 Natural
L27 N27 N38 92.7400 92.0000 93.1369 92.8896 Natural
L28 N28 N29 120.5000 113.5000 120.6876 113.7535 Natural
L29 N29 N30 113.5000 105.5000 113.7535 105.7339 Natural
L30 N30 N31 105.5000 97.5000 105.7339 97.9543 Natural
L31 N31 N32 97.5000 94.8000 97.9543 95.5155 Natural
L32 N32 N34 94.8000 94.0700 95.5155 94.7648 Natural
L33 N33 N34 97.5100 97.1200 97.8060 97.2717 Natural
L34 N34 N35 94.0700 93.9700 94.7648 94.7271 Natural
L35 N35 N36 93.9700 92.9800 94.7271 93.4699 Natural
L36 N36 N37 92.9800 92.3100 93.4699 92.9098 Natural
W2637 N26 N37 93.7200 93.6200 92.9098 92.9098 Natural
L37 N37 N38 92.3100 92.0000 92.9098 92.8896 Natural
L38 N38 N39 92.0000 91.9800 92.8896 92.8196 Natural
L39 N41 N39 92.1800 91.9800 92.6939 92.8196 Natural
L41 N41 N42 91.8800 91.4800 92.6939 92.3113 Natural
4243 N42 N43 91.4800 90.6500 92.3113 91.4580 Natural
4344 N43 N44 90.6500 90.0000 91.4580 90.6414 Natural
6869 N68 N69 87.8400 87.6800 88.8522 88.6921 Natural
4445 N44 N45 90.0000 89.7000 90.6414 90.5739 Natural
4546 N45 N46 89.7000 89.3400 90.5739 90.1780 Natural
4647 N46 N47 89.3400 89.3200 90.1780 90.0558 Natural
4754 N47 N54 89.3200 89.1800 90.0558 89.8736 Natural
4849 N48 N49 90.5800 90.4100 90.8331 90.6454 Natural
4950 N49 N50 90.4100 90.3300 90.6454 90.6288 Natural
5051 N50 N51 90.3300 90.0700 90.6288 90.3242 Natural
5152 N51 N52 90.0700 89.9300 90.3242 90.3096 Natural
5253 N52 N53 89.9300 89.5300 90.3096 89.8739 Natural
5354 N53 N54 89.5300 89.2600 89.8739 89.8736 Natural
5462 N54 N62 89.2600 88.9200 89.8736 89.8706 Natural
5657 N56 N57 99.5300 99.2300 99.2300 99.2300 Natural
5758 N57 N58 99.2300 92.4400 99.2300 92.5324 Natural
5859 N58 N59 92.4400 91.6000 92.5324 91.7317 Natural
5960 N59 N60 91.6000 91.1600 91.7317 91.2440 Natural
6061 N60 N61 91.1600 90.5000 91.2440 90.8451 Natural
6162 N61 N62 90.5000 88.9200 90.8451 89.8706 Natural
6465 N64 N65 88.6300 88.0800 89.4475 89.1370 Natural
6566 N65 N66 88.0800 87.7800 89.1370 89.0965 Natural
6667 N66 N67 87.7800 87.6100 89.0965 89.0862 Natural
L595 N62 D1 88.9200 88.7500 89.8706 89.8702 Natural
5556ova N55 N56 99.8500 99.4000 99.9002 99.4721 Natural
5556unda N55 N56 98.9200 98.4700 99.9002 99.4721 Circular
5663ova N56 N63 99.4000 98.0000 99.4721 98.0709 Natural
5663und N56 N63 98.4000 97.0000 99.4721 97.3402 Circular
6364ova N63 N64 97.0000 89.9000 89.4475 89.4475 Natural
6364und N63 N64 95.7500 88.6300 96.0218 89.4475 Circular
6264ova D1 N64 90.8800 90.8600 89.4475 89.4475 Natural
6264und D1 N64 88.7500 88.6300 89.8702 89.4475 Circular
6768ova N67 N68 89.4000 89.3800 88.8522 88.8522 Natural
6768und N67 N68 87.9600 87.8400 89.0862 88.8522 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 -0.6796 -0.0600 0.0075 0.0372 0.0191 -0.6615 1132.4391 0
N2 -1.3479 -0.1188 0.0148 0.0510 0.0320 -1.3289 1134.2097 0
N3 -0.5477 -0.0482 0.0060 0.0799 0.0418 -0.5096 1135.7735 0
N4 -5.3810 -0.2506 0.0592 0.6520 0.5043 -5.2332 2146.8152 0
N5 -2.7991 -0.1298 0.0308 3.6279 3.3110 -2.4822 2153.6029 0
N6 -2.4264 -0.1119 0.0267 12.3563 11.7576 -1.8277 2155.8609 0
N7 -2.1528 -0.0979 0.0237 45.1622 43.8313 -0.8219 2154.8665 0
N8 -2.8546 -0.1130 0.0314 109.2360 106.8681 -0.4867 2418.5973 0
N9 -6.6402 -0.2670 0.0731 74.6612 73.1453 -5.1243 2413.0991 0
N10 -3.8740 -0.1598 0.0427 11.7701 9.7524 -1.8563 2414.0910 0
N11 -5.2724 -0.2152 0.0581 51.0647 38.5099 7.2823 2405.3565 0
N12 -3.2224 -0.1298 0.0355 121.4647 97.8684 20.3739 2373.0154 0
N13 -4.4827 -0.1312 0.0494 185.6432 158.1721 22.9884 3244.7378 0
N14 -4.7599 -0.1441 0.0524 106.5377 91.9529 9.8249 3204.2117 0
N15 -6.0940 -0.1908 0.0671 1.9159 0.3448 -4.5229 3193.4627 0
N24 -1.2697 -0.0397 0.0140 2.1723 0.3711 0.5315 3195.3373 0
N25 -9.9170 -0.2351 0.1092 0.7675 0.1385 -9.2880 4217.9210 0
N26 -9.5238 -0.2249 0.1049 0.8815 0.1969 -8.8392 4234.1053 0
N27 -5.1462 -0.1212 0.0567 1.3008 1.0823 -4.9276 4245.6876 0
N28 -4.9140 -0.3755 0.0541 0.8161 1.6180 -5.7159 1307.4130 0
N29 -30.1972 -1.2322 0.3325 3.0195 4.2408 -31.4184 2447.0397 0
N30 -33.8303 -0.8285 0.3725 12.8044 5.8328 -26.8588 4074.2391 0
N31 -47.3986 -0.8144 0.5219 15.4747 3.5660 -35.4899 5810.2833 0
N32 -34.6208 -0.5471 0.3812 5.3357 0.3904 -29.6755 6325.1719 0
N33 -0.6595 -0.1783 0.0073 0.0136 0.0166 -0.6624 369.9327 0
N34 -24.3103 -0.3604 0.2677 2.3676 0.1996 -22.1423 6744.9824 0
N35 -13.2009 -0.1948 0.1454 2.4580 0.2111 -10.9540 6774.2475 0
N36 -8.6984 -0.1222 0.0958 0.6853 0.1051 -8.1181 7118.8711 0
N37 -11.2670 -0.1579 0.1241 2.0734 1.7151 -10.9087 7135.7234 0
N38 -25.4224 -0.2226 0.2799 4.5063 4.6640 -25.5801 11418.0248 0
N39 -10.6187 -0.0927 0.1169 3.2647 3.7171 -11.0712 11449.0106 0
N41 -63.5232 -0.5514 0.6994 4.6100 1.9932 -60.9064 11516.1218 0
N42 -102.8865 -0.8382 1.1328 5.5768 0.0000 -97.3096 12272.3972 0
N43 -50.6241 -0.4078 0.5574 4.1262 0.0000 -46.4979 12412.8949 0
N44 -57.1784 -0.4469 0.6296 4.0627 0.0000 -53.1158 12793.1435 0
N45 -52.4080 -0.3996 0.5770 3.0781 0.0000 -49.3299 13114.9458 0
N69 -3.0972 -0.0160 0.0341 1.8265 0.0000 -1.2707 19401.3856 0
N46 -21.7715 -0.1652 0.2397 2.1139 0.0000 -19.6576 13181.1881 0
N47 -28.2529 -0.2105 0.3111 2.7192 0.0000 -25.5337 13420.6882 0
N48 -1.3870 -0.0916 0.0153 0.0608 0.0000 -1.3262 1514.0630 0
N49 -2.0771 -0.1369 0.0229 0.1310 0.0000 -1.9461 1516.6863 0
N50 -3.0081 -0.1470 0.0331 0.1643 0.0000 -2.8438 2046.7613 0
N51 -2.9044 -0.1416 0.0320 0.1686 0.0000 -2.7358 2051.3527 0
N52 -5.0583 -0.2283 0.0557 0.1624 0.0000 -4.8959 2215.3813 0
N53 -13.1071 -0.5873 0.1443 1.3722 0.0000 -11.7349 2231.0068 0
N54 -19.9783 -0.1272 0.2200 3.6009 0.0000 -16.3774 15700.2290 0
N55 -0.1777 -0.0335 0.0020 0.0097 0.0000 -0.1680 531.2892 0
N56 -2.1960 -0.3041 0.0242 0.0363 0.0000 -2.1597 722.0410 0
N57 -0.0628 0.0000 0.0007 0.0628 0.0000 0.0000 0.0000 0
N58 -0.3944 -0.1032 0.0043 0.0841 0.0000 -0.3103 382.1317 0
N59 -1.1202 -0.2258 0.0123 0.0382 0.0000 -1.0820 496.1293 0
N60 -1.6461 -0.3300 0.0181 0.0771 0.0000 -1.5690 498.7571 0
N61 -8.3802 -1.2169 0.0923 0.0855 0.0000 -8.2946 688.6124 0
N62 -14.6820 -0.0895 0.1617 2.0613 0.0000 -12.6206 16412.3328 0
N63 -9.1395 -0.8395 0.1006 0.6666 0.0000 -8.4729 1088.3922 0
N64 -33.5680 -0.1847 0.3696 1.8635 0.0000 -31.7045 18176.3584 0
N65 -9.5018 -0.0522 0.1046 2.9644 0.0000 -6.5374 18204.2460 0
N66 -92.6765 -0.4786 1.0204 17.8690 0.0000 -74.8075 19357.1435 0
N67 7.2965 0.0376 0.0803 16.2184 0.0000 23.5149 19407.1024 0
N68 -12.4657 -0.0643 0.1373 2.0152 0.0000 -10.4504 19391.7777 0
D1 -18.2575 -0.1112 0.2010 1.2937 0.0000 -16.9639 16414.5589 0
The total continuity error was -947.76 cubic meters
The remaining total volume was 861.32 cubic meters
Your mean node continuity error was Excellent
Your worst node continuity error was Great
*===================================================*
| 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 565.8117 0.0000 0.0000 0.0000 -0.0001 0.0000 0.0000
N4 0.0000 0.0000 502.7302 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N8 0.0000 0.0000 135.1881 0.0000 0.0000 0.0000 -0.0049 0.0000 0.0000
N13 0.0000 0.0000 460.0666 0.0000 0.0000 0.0000 -0.0010 0.0000 0.0000
N25 0.0000 0.0000 507.6858 0.0000 0.0000 0.0000 -0.0001 0.0000 0.0000
N28 0.0000 0.0000 650.8095 0.0000 0.0000 0.0000 -0.0001 0.0000 0.0000
N29 0.0000 0.0000 551.2859 0.0000 0.0000 0.0000 -0.0006 0.0000 0.0000
N30 0.0000 0.0000 784.6140 0.0000 0.0000 0.0000 0.0007 0.0000 0.0000
N31 0.0000 0.0000 837.0867 0.0000 0.0000 0.0000 0.0003 0.0000 0.0000
N32 0.0000 0.0000 225.3722 0.0000 0.0000 0.0000 0.0002 0.0000 0.0000
N33 0.0000 0.0000 184.6505 0.0000 0.0000 0.0000 -0.0001 0.0000 0.0000
N36 0.0000 0.0000 164.4117 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N42 0.0000 0.0000 301.0993 0.0000 0.0000 0.0000 0.0002 0.0000 0.0000
N44 0.0000 0.0000 141.5709 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N45 0.0000 0.0000 111.0328 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 9701.0954 0.0000 0.0000
N47 0.0000 0.0000 98.6564 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N48 0.0000 0.0000 756.3142 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N50 0.0000 0.0000 262.9552 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N52 0.0000 0.0000 78.8040 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N55 0.0000 0.0000 265.5365 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N56 0.0000 0.0000 94.2596 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N58 0.0000 0.0000 190.8767 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N59 0.0000 0.0000 56.3145 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N61 0.0000 0.0000 90.1012 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N63 0.0000 0.0000 191.2421 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N64 0.0000 0.0000 334.5460 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N66 0.0000 0.0000 536.4436 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 0.5597 0.0000
N2 0.0000 0.0000 0.0000 0.4410 0.0000
N3 0.0000 0.0000 0.0000 0.5045 0.0000
N4 0.0000 0.0000 0.0000 0.6892 0.0000
N5 0.0000 0.0000 0.0000 0.6440 0.0000
N6 0.0000 0.0000 0.0000 0.6219 0.0000
N7 0.0000 0.0000 0.0000 1.1558 0.0000
N8 0.0000 0.0000 0.0000 1.6864 0.0000
N9 0.0000 0.0000 0.0000 2.1165 0.0000
N10 0.0000 0.0000 0.0000 1.8064 0.0000
N11 0.0000 0.0000 0.0000 0.8713 0.0000
N12 0.0000 0.0000 0.0000 1.4716 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 0.4983 0.0000
N25 0.0000 0.0000 0.0000 0.4244 0.0000
N26 0.0000 0.0000 0.0000 0.7031 0.0000
N27 0.0000 0.0000 0.0000 0.3969 0.0000
N28 0.0000 0.0000 0.0000 0.1876 0.0000
N29 0.0000 0.0000 0.0000 0.2535 0.0000
N30 0.0000 0.0000 0.0000 0.2339 0.0000
N31 0.0000 0.0000 0.0000 0.4543 0.0000
N32 0.0000 0.0000 0.0000 0.7155 0.0000
N33 0.0000 0.0000 0.0000 0.2960 0.0000
N34 0.0000 0.0000 0.0000 0.6948 0.0000
N35 0.0000 0.0000 0.0000 0.7571 0.0000
N36 0.0000 0.0000 0.0000 0.4899 0.0000
N37 0.0000 0.0000 0.0000 0.5998 0.0000
N38 0.0000 0.0000 0.0000 0.8896 0.0000
N39 0.0000 0.0000 0.0000 0.8396 0.0000
N41 0.0000 0.0000 0.0000 0.8139 0.0000
N42 0.0000 0.0000 0.0000 0.8313 0.0000
N43 0.0000 0.0000 0.0000 0.8080 0.0000
N44 0.0000 0.0000 0.0000 0.6414 0.0000
N45 0.0000 0.0000 0.0000 0.8739 0.0000
N69 0.0000 0.0000 0.0000 1.0121 0.0000
N46 0.0000 0.0000 0.0000 0.8380 0.0000
N47 0.0000 0.0000 0.0000 0.7358 0.0000
N48 0.0000 0.0000 0.0000 0.2531 0.0000
N49 0.0000 0.0000 0.0000 0.2354 0.0000
N50 0.0000 0.0000 0.0000 0.2988 0.0000
N51 0.0000 0.0000 0.0000 0.2542 0.0000
N52 0.0000 0.0000 0.0000 0.3796 0.0000
N53 0.0000 0.0000 0.0000 0.3439 0.0000
N54 0.0000 0.0000 0.0000 0.6936 0.0000
N55 0.0000 0.0000 0.0000 0.9802 0.0000
N56 0.0000 0.0000 0.0000 1.0721 0.0000
N57 0.0000 0.0000 0.0000 0.0000 0.0000
N58 0.0000 0.0000 0.0000 0.0924 0.0000
N59 0.0000 0.0000 0.0000 0.1317 0.0000
N60 0.0000 0.0000 0.0000 0.0840 0.0000
N61 0.0000 0.0000 0.0000 0.3451 0.0000
N62 0.0000 0.0000 0.0000 0.9506 0.0000
N63 0.0000 0.0000 0.0000 0.2718 0.0000
N64 0.0000 0.0000 0.0000 0.8175 0.0000
N65 0.0000 0.0000 0.0000 1.0570 0.0000
N66 0.0000 0.0000 0.0000 1.3165 0.0000
N67 0.0000 0.0000 0.0000 1.4762 0.0000
N68 0.0000 0.0000 0.0000 1.0122 0.0000
D1 0.0000 0.0000 0.0000 1.1202 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 0.018 percent
The Junction with the largest average change was.N67 with 0.026 percent
The Conduit with the largest sinuosity was.......6364und with 38.307
*===================================================================*
| 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 565.9638 0.0262
N4 502.8797 0.0233
N8 135.2348 0.0063
N13 460.2206 0.0213
N25 507.8578 0.0235
N28 650.9354 0.0301
N29 551.4434 0.0255
N30 784.6855 0.0363
N31 837.3635 0.0388
N32 225.4554 0.0104
N33 184.7168 0.0086
N36 164.4724 0.0076
N42 301.2025 0.0139
N44 141.6203 0.0066
N45 111.0667 0.0051
N47 98.6816 0.0046
N48 756.5053 0.0350
N50 263.0450 0.0122
N52 78.8322 0.0036
N55 265.6129 0.0123
N56 94.2902 0.0044
N58 190.9410 0.0088
N59 56.3352 0.0026
N61 90.1343 0.0042
N63 191.3113 See the original
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