Original source · versioned page text
e50y1hr.out
From the archive Output.zip, inside RAL17/0511 - Information Request Response. File date in the archive: 2018-02-12 11:27.
99.5978
L8 2.9015 4805.3642 0.1396 210.7509 ## N8 97.8000 99.5996
L9 2.8348 4806.4102 0.5220 49.8704 ## N9 97.3700 99.6008
L10 2.8341 4808.6342 0.4836 26.4010 ## N10 97.0000 98.8983
L11 2.8457 4798.9889 0.2966 160.0444 ## N11 96.7000 97.6379
L12 2.8715 4776.2513 0.1946 247.4734 ## N12 96.1000 97.6405
L13 3.9317 6566.9021 0.2212 315.8353 ## N13 95.5000 97.6415
L14 3.9002 6555.9636 0.8128 44.5212 ## N14 94.9500 97.6426
L15 3.8940 6565.7262 0.6383 80.5087 ## N15 94.4600 94.9612
L24 3.8684 6572.4400 0.8056 95.5183 ## N24 94.0300 94.7272
L25 4.9969 8607.5992 0.7512 108.1512 ## N25 93.5900 94.2434
L26 4.8680 8593.0652 1.1328 60.1566 ## N26 92.8500 93.8988
L27 4.8614 8607.2743 0.9288 79.8311 ## N27 92.7400 93.3500
L28 1.2335 2632.2716 0.7306 14.9576 ## N28 120.5000 120.8623
L29 2.3466 4908.9894 1.0638 20.7851 ## N29 113.5000 113.9556
L30 3.0790 8359.3250 0.7034 70.0884 ## N30 105.5000 105.9717
L31 4.2397 11786.3794 0.5436 346.1667 ## N31 97.5000 98.3134
L32 4.4195 12742.0792 0.9908 91.4545 ## N32 94.8000 95.9466
L33 0.4927 731.8973 0.3919 6.0983 ## N33 97.5100 97.8924
L34 4.6547 13509.7125 0.3910 208.5136 ## N34 94.0700 95.0297
L35 4.6532 13537.8902 0.7953 83.9241 ## N35 93.9700 94.9379
L36 4.8564 14203.1165 1.4626 119.2848 ## N36 92.9800 93.6986
W2637 0.1239 35.8293 0.2543 3.5359 ## N37 92.3100 93.3425
L37 4.9142 14285.1273 0.6249 218.8074 ## N38 92.0000 93.3261
L38 9.3873 22946.4553 0.9143 145.2915 ## N39 91.9800 93.2639
L39 -9.3583 -22969.1051 -0.8553 106.8987 ## N41 91.8800 93.1434
L41 9.3027 23086.8808 0.7060 719.5056 ## N42 91.4800 92.7516
4243 9.7417 24482.0172 0.7402 780.0487 ## N43 90.6500 91.7985
4344 9.9487 24641.2449 0.8635 615.2084 ## N44 90.0000 91.2188
6869 12.1698 38080.2436 0.5413 449.7301 ## N45 89.7000 91.1829
4445 9.3541 25261.2480 0.6328 617.9859 ## N69 87.6800 89.5473
4546 9.2192 25777.5271 1.0498 383.2685 ## N46 89.3400 91.1453
4647 9.1279 25799.9603 1.0711 294.9155 ## N47 89.3200 91.1244
4754 9.2111 26223.7228 0.8670 792.5707 ## N48 90.5800 91.1224
4849 1.6746 3010.8117 0.9010 49.3219 ## N49 90.4100 91.1186
4950 1.6939 3010.9459 0.6955 33.9319 ## N50 90.3300 91.1181
5051 2.3975 4051.4099 0.9927 153.3773 ## N51 90.0700 91.1170
5152 2.2271 4049.0425 0.9136 63.9358 ## N52 89.9300 91.1169
5253 2.3737 4368.7888 1.1333 259.4755 ## N53 89.5300 91.1168
5354 1.4672 4397.2463 0.4493 1299.7786 ## N54 89.1800 91.1167
5462 10.4066 30673.1516 0.2738 692.7631 ## N55 98.9200 100.0272
5657 0.2501 92.3891 0.5136 0.2509 ## N56 98.4000 99.5483
5758 0.2404 92.8041 0.1732 1.7309 ## N57 99.2300 99.2554
5859 0.6495 902.0101 0.8828 3.2767 ## N58 92.4400 92.6189
5960 0.7772 1128.0465 0.7952 4.7758 ## N59 91.6000 91.8061
6061 0.7744 1134.1547 0.1998 60.7141 ## N60 91.1600 91.2931
6162 0.9102 1529.1949 1.3532 263.8512 ## N61 90.5000 91.1164
6465 11.8084 35667.2214 0.9504 425.1322 ## N62 88.9200 91.1156
6566 11.7514 35692.2819 0.7496 749.3597 ## N63 95.7500 97.0668
6667 12.2140 37956.3322 0.2828 2427.3232 ## N64 88.6300 89.8719
L595 10.8100 32183.7448 0.1915 415.6227 ## N65 88.0800 89.8202
5556ova 0.4082 347.1147 1.5328 1.6810 ## N66 87.7800 89.7890
5556unda 0.2257 715.1120 2.0191 1.7901 ## N67 87.6100 89.7661
5663ova 0.3780 508.1041 1.2013 2.7537 ## N68 87.8400 89.7072
5663und 0.2358 843.4664 2.1601 2.2107 ## D1 88.7500 91.1153
6364ova 0.4738 343.3883 0.7833 0.5144 ##
6364und 0.6285 1764.2575 3.9197 3.0929 ##
6264ova 4.0930 3948.7430 0.9230 43.5335 ##
6264und 3.3528 28236.1733 3.5173 16.8503 ##
6768ova 10.6759 18439.1016 1.2952 82.5093 ##
6768und 2.0480 19609.8443 2.1541 17.1893 ##
FREE # 1 12.1694 38084.1700 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 1.3405 2257.9186
N2 N3 1.3347 2261.1350
N3 N4 1.3247 2263.8381
N4 N5 2.5304 4267.6378
N5 N6 2.5187 4276.6523
N6 N7 2.5642 4277.7162
N7 N8 2.5849 4277.1464
N8 N9 2.9015 4805.3642
N9 N10 2.8348 4806.4102
N10 N11 2.8341 4808.6342
N11 N12 2.8457 4798.9889
N12 N13 2.8715 4776.2513
N13 N14 3.9317 6566.9021
N14 N15 3.9002 6555.9636
N15 N24 3.8940 6565.7262
N24 N25 3.8684 6572.4400
N25 N26 4.9969 8607.5992
N26 N27 4.8680 8593.0652
N27 N38 4.8614 8607.2743
N28 N29 1.2335 2632.2716
N29 N30 2.3466 4908.9894
N30 N31 3.0790 8359.3250
N31 N32 4.2397 11786.3794
N32 N34 4.4195 12742.0792
N33 N34 0.4927 731.8973
N34 N35 4.6547 13509.7125
N35 N36 4.6532 13537.8902
N36 N37 4.8564 14203.1165
N26 N37 0.1239 35.8293
N37 N38 4.9142 14285.1273
N38 N39 9.3873 22946.4553
N41 N39 9.3583 22969.1051
N41 N42 9.3027 23086.8808
N42 N43 9.7417 24482.0172
N43 N44 9.9487 24641.2449
N68 N69 12.1698 38080.2436
N44 N45 9.3541 25261.2480
N45 N46 9.2192 25777.5271
N46 N47 9.1279 25799.9603
N47 N54 9.2111 26223.7228
N48 N49 1.6746 3010.8117
N49 N50 1.6939 3010.9459
N50 N51 2.3975 4051.4099
N51 N52 2.2271 4049.0425
N52 N53 2.3737 4368.7888
N53 N54 1.4672 4397.2463
N54 N62 10.4066 30673.1516
N56 N57 0.2501 92.3891
N57 N58 0.2404 92.8041
N58 N59 0.6495 902.0101
N59 N60 0.7772 1128.0465
N60 N61 0.7744 1134.1547
N61 N62 0.9102 1529.1949
N64 N65 11.8084 35667.2214
N65 N66 11.7514 35692.2819
N66 N67 12.2140 37956.3322
N62 D1 10.8100 32183.7448
N55 N56 0.6339 1062.2267
N56 N63 0.6137 1351.5705
N63 N64 1.0949 2107.6458
D1 N64 10.7734 32184.9163
N67 N68 12.1735 38048.9458
#########################################################
# 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 103.6560 102.3641 Natural
L2 N2 N3 101.7100 100.3800 102.3641 101.1282 Natural
L3 N3 N4 100.3800 99.4600 101.1282 100.4546 Natural
L4 N4 N5 99.4600 99.0400 100.4546 99.9910 Natural
L5 N5 N6 99.0400 98.8600 99.9910 99.5847 Natural
L6 N6 N7 98.8600 98.3300 99.5847 99.5978 Natural
L7 N7 N8 98.3300 97.8000 99.5978 99.5996 Natural
L8 N8 N9 97.8000 97.3700 99.5996 99.6007 Natural
L9 N9 N10 99.2200 99.2100 99.6008 99.4105 Natural
L10 N10 N11 98.7000 96.7000 98.8982 97.6379 Natural
L11 N11 N12 96.7000 96.1000 97.6379 97.6405 Natural
L12 N12 N13 96.1000 95.5000 97.6405 97.6415 Natural
L13 N13 N14 95.5000 94.9500 97.6415 97.6426 Natural
L14 N14 N15 97.1400 97.1300 97.6426 97.5305 Natural
L15 N15 N24 94.4600 94.0300 94.9612 94.7272 Natural
L24 N24 N25 94.0300 93.5900 94.7272 94.2434 Natural
L25 N25 N26 93.5900 92.8500 94.2434 93.8988 Natural
L26 N26 N27 92.8500 92.7400 93.8988 93.3500 Natural
L27 N27 N38 92.7400 92.0000 93.3500 93.3261 Natural
L28 N28 N29 120.5000 113.5000 120.8623 113.9556 Natural
L29 N29 N30 113.5000 105.5000 113.9556 105.9717 Natural
L30 N30 N31 105.5000 97.5000 105.9717 98.3134 Natural
L31 N31 N32 97.5000 94.8000 98.3134 95.9466 Natural
L32 N32 N34 94.8000 94.0700 95.9466 95.0297 Natural
L33 N33 N34 97.5100 97.1200 97.8924 97.3345 Natural
L34 N34 N35 94.0700 93.9700 95.0297 94.9379 Natural
L35 N35 N36 93.9700 92.9800 94.9379 93.6986 Natural
L36 N36 N37 92.9800 92.3100 93.6986 93.3425 Natural
W2637 N26 N37 93.7200 93.6200 93.8988 93.7021 Natural
L37 N37 N38 92.3100 92.0000 93.3425 93.3261 Natural
L38 N38 N39 92.0000 91.9800 93.3261 93.2639 Natural
L39 N41 N39 92.1800 91.9800 93.1434 93.2639 Natural
L41 N41 N42 91.8800 91.4800 93.1434 92.7516 Natural
4243 N42 N43 91.4800 90.6500 92.7516 91.7985 Natural
4344 N43 N44 90.6500 90.0000 91.7985 91.2188 Natural
6869 N68 N69 87.8400 87.6800 89.7072 89.5473 Natural
4445 N44 N45 90.0000 89.7000 91.2188 91.1829 Natural
4546 N45 N46 89.7000 89.3400 91.1829 91.1453 Natural
4647 N46 N47 89.3400 89.3200 91.1453 91.1244 Natural
4754 N47 N54 89.3200 89.1800 91.1244 91.1167 Natural
4849 N48 N49 90.5800 90.4100 91.1224 91.1186 Natural
4950 N49 N50 90.4100 90.3300 91.1186 91.1181 Natural
5051 N50 N51 90.3300 90.0700 91.1181 91.1170 Natural
5152 N51 N52 90.0700 89.9300 91.1170 91.1169 Natural
5253 N52 N53 89.9300 89.5300 91.1169 91.1168 Natural
5354 N53 N54 89.5300 89.2600 91.1168 91.1167 Natural
5462 N54 N62 89.2600 88.9200 91.1167 91.1156 Natural
5657 N56 N57 99.5300 99.2300 99.5483 99.2554 Natural
5758 N57 N58 99.2300 92.4400 99.2554 92.6189 Natural
5859 N58 N59 92.4400 91.6000 92.6189 91.8061 Natural
5960 N59 N60 91.6000 91.1600 91.8061 91.2931 Natural
6061 N60 N61 91.1600 90.5000 91.2931 91.1164 Natural
6162 N61 N62 90.5000 88.9200 91.1164 91.1156 Natural
6465 N64 N65 88.6300 88.0800 89.8719 89.8202 Natural
6566 N65 N66 88.0800 87.7800 89.8202 89.7890 Natural
6667 N66 N67 87.7800 87.6100 89.7890 89.7661 Natural
L595 N62 D1 88.9200 88.7500 91.1156 91.1153 Natural
5556ova N55 N56 99.8500 99.4000 100.0272 99.5768 Natural
5556unda N55 N56 98.9200 98.4700 100.0272 99.5483 Circular
5663ova N56 N63 99.4000 98.0000 99.5483 98.1476 Natural
5663und N56 N63 98.4000 97.0000 99.5483 97.3426 Circular
6364ova N63 N64 97.0000 89.9000 97.0668 89.9555 Natural
6364und N63 N64 95.7500 88.6300 97.0668 89.8719 Circular
6264ova D1 N64 90.8800 90.8600 91.1153 91.0527 Natural
6264und D1 N64 88.7500 88.6300 91.1153 89.8719 Circular
6768ova N67 N68 89.4000 89.3800 89.7661 89.7072 Natural
6768und N67 N68 87.9600 87.8400 89.7661 89.7072 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 -2.3209 -0.0514 0.0064 0.0435 0.0191 -2.2965 4514.2454 0
N2 -3.2826 -0.0726 0.0090 0.0597 0.0320 -3.2549 4519.0536 0
N3 -2.8652 -0.0633 0.0079 0.0936 0.0418 -2.8134 4524.9732 0
N4 -13.9334 -0.1635 0.0384 0.6848 0.5043 -13.7529 8522.2170 0
N5 -10.8601 -0.1271 0.0299 3.6773 3.3110 -10.4938 8544.2900 0
N6 -3.4641 -0.0404 0.0095 12.4336 11.7576 -2.7881 8554.3685 0
N7 -3.6650 -0.0426 0.0101 45.3284 43.8313 -2.1679 8554.8627 0
N8 -4.7199 -0.0485 0.0130 109.5241 106.8681 -2.0638 9616.3510 0
N9 -8.3162 -0.0859 0.0229 74.8443 73.1453 -6.6173 9611.7743 0
N10 -4.9661 -0.0516 0.0137 11.9911 9.7524 -2.7273 9615.0443 0
N11 -6.9059 -0.0715 0.0190 52.0452 38.5099 6.6294 9607.6231 0
N12 -4.5120 -0.0466 0.0124 123.1148 97.8684 20.7343 9575.2402 0
N13 -5.9027 -0.0443 0.0163 187.5577 158.1721 23.4829 13160.2012 0
N14 -9.3399 -0.0706 0.0257 107.5886 91.9529 6.2957 13122.8656 0
N15 -12.1463 -0.0926 0.0335 2.0640 0.3448 -10.4271 13121.6898 0
N24 -9.7270 -0.0740 0.0268 2.3515 0.3711 -7.7466 13138.1662 0
N25 -27.6048 -0.1606 0.0761 0.8726 0.1385 -26.8707 17189.0039 0
N26 -24.0256 -0.1394 0.0662 0.9897 0.1969 -23.2328 17236.4937 0
N27 -15.1181 -0.0879 0.0417 1.4348 1.0823 -14.7656 17200.3395 0
N28 -12.7836 -0.2434 0.0352 0.9645 1.6180 -13.4371 5251.2692 0
N29 -80.7158 -0.8286 0.2225 3.8489 4.2408 -81.1077 9737.2843 0
N30 -89.0639 -0.5348 0.2455 17.1044 5.8328 -77.7923 16640.8564 0
N31 -134.9228 -0.5749 0.3718 20.3609 3.5660 -118.1279 23455.0050 0
N32 -72.1614 -0.2839 0.1989 6.7774 0.3904 -65.7744 25418.2316 0
N33 -3.0226 -0.2068 0.0083 0.0163 0.0166 -3.0229 1461.3341 0
N34 -40.9035 -0.1516 0.1127 3.2011 0.1996 -37.9020 26983.6890 0
N35 -33.6032 -0.1242 0.0926 3.2737 0.2111 -30.5406 27047.6027 0
N36 -18.1005 -0.0638 0.0499 0.9323 0.1051 -17.2732 28390.3696 0
N37 -47.5833 -0.1668 0.1311 2.4180 1.7151 -46.8804 28524.0731 0
N38 -57.8442 -0.1262 0.1594 4.9761 4.6640 -57.5321 45838.8570 0
N39 -25.1228 -0.0547 0.0692 3.5057 3.7171 -25.3342 45915.5604 0
N41 -122.6065 -0.2662 0.3379 5.6060 1.9932 -118.9936 46055.9860 0
N42 -211.4585 -0.4336 0.5828 7.0274 0.0000 -204.4311 48760.1538 0
N43 -167.2176 -0.3404 0.4608 5.3118 0.0000 -161.9058 49123.2621 0
N44 -67.7365 -0.1342 0.1867 5.3491 0.0000 -62.3874 50462.5235 0
N45 -79.8096 -0.1550 0.2200 3.9651 0.0000 -75.8445 51480.4985 0
N69 -6.8273 -0.0090 0.0188 2.5576 0.0000 -4.2698 76164.4136 0
N46 -26.8872 -0.0521 0.0741 2.9182 0.0000 -23.9690 51577.4874 0
N47 -33.3874 -0.0637 0.0920 3.6627 0.0000 -29.7247 52418.6397 0
N48 -4.2339 -0.0704 0.0117 0.0716 0.0000 -4.1623 6017.9181 0
N49 -0.6750 -0.0112 0.0019 0.1545 0.0000 -0.5205 6021.7575 0
N50 -8.4134 -0.1039 0.0232 0.1939 0.0000 -8.2195 8095.2532 0
N51 1.8417 0.0227 0.0051 0.1992 0.0000 2.0409 8100.4524 0
N52 -9.2883 -0.1064 0.0256 0.1920 0.0000 -9.0964 8729.1112 0
N53 -30.9117 -0.3526 0.0852 1.7312 0.0000 -29.1805 8766.0352 0
N54 -63.9288 -0.1043 0.1762 4.5801 0.0000 -59.3487 61294.1207 0
N55 -0.2867 -0.0135 0.0008 0.0114 0.0000 -0.2754 2124.3400 0
N56 -8.6339 -0.2998 0.0238 0.0429 0.0000 -8.5910 2879.4255 0
N57 -0.5154 -0.2783 0.0014 0.0740 0.0000 -0.4414 185.1933 0
N58 -54.0082 -3.0856 0.1488 0.0992 0.0000 -53.9090 1750.2680 0
N59 -3.7701 -0.1674 0.0104 0.0452 0.0000 -3.7249 2252.4156 0
N60 -6.2657 -0.2770 0.0173 0.0916 0.0000 -6.1740 2262.2012 0
N61 -39.4565 -1.3068 0.1087 0.1032 0.0000 -39.3533 3019.2074 0
N62 -11.3240 -0.0176 0.0312 2.3926 0.0000 -8.9314 64386.0913 0
N63 -3.9692 -0.0942 0.0109 0.9178 0.0000 -3.0514 4215.1063 0
N64 -52.8462 -0.0741 0.1456 2.3156 0.0000 -50.5306 71284.0281 0
N65 -28.4663 -0.0399 0.0785 3.0951 0.0000 -25.3713 71359.5033 0
N66 -160.6457 -0.2120 0.4427 19.5233 0.0000 -141.1224 75772.6477 0
N67 -112.9375 -0.1486 0.3113 17.8991 0.0000 -95.0384 76005.2780 0
N68 -36.3238 -0.0477 0.1001 2.7996 0.0000 -33.5242 76129.1894 0
D1 -47.4637 -0.0737 0.1308 1.3852 0.0000 -46.0786 64368.6611 0
The total continuity error was -2188.0 cubic meters
The remaining total volume was 898.39 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 2255.7243 0.0000 0.0000 0.0000 -0.0001 0.0000 0.0000
N4 0.0000 0.0000 1990.1524 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N8 0.0000 0.0000 533.6528 0.0000 0.0000 0.0000 -0.0049 0.0000 0.0000
N13 0.0000 0.0000 1816.4606 0.0000 0.0000 0.0000 -0.0010 0.0000 0.0000
N25 0.0000 0.0000 2008.3409 0.0000 0.0000 0.0000 -0.0001 0.0000 0.0000
N28 0.0000 0.0000 2618.4866 0.0000 0.0000 0.0000 -0.0001 0.0000 0.0000
N29 0.0000 0.0000 2195.4076 0.0000 0.0000 0.0000 -0.0006 0.0000 0.0000
N30 0.0000 0.0000 3372.2718 0.0000 0.0000 0.0000 0.0007 0.0000 0.0000
N31 0.0000 0.0000 3308.2373 0.0000 0.0000 0.0000 0.0003 0.0000 0.0000
N32 0.0000 0.0000 889.4499 0.0000 0.0000 0.0000 0.0002 0.0000 0.0000
N33 0.0000 0.0000 729.1828 0.0000 0.0000 0.0000 -0.0001 0.0000 0.0000
N36 0.0000 0.0000 649.1315 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N42 0.0000 0.0000 1190.8812 0.0000 0.0000 0.0000 0.0002 0.0000 0.0000
N44 0.0000 0.0000 559.8514 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N45 0.0000 0.0000 441.5979 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 38084.1700 0.0000 0.0000
N47 0.0000 0.0000 394.8597 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N48 0.0000 0.0000 3006.3892 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N50 0.0000 0.0000 1032.5745 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N52 0.0000 0.0000 311.1697 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N55 0.0000 0.0000 1061.8286 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N56 0.0000 0.0000 373.1282 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N58 0.0000 0.0000 755.2204 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N59 0.0000 0.0000 222.2775 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N61 0.0000 0.0000 355.7318 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N63 0.0000 0.0000 755.6340 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N64 0.0000 0.0000 1323.8412 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N66 0.0000 0.0000 2123.4019 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 0.8261 0.0000
N2 0.0000 0.0000 0.0000 0.6541 0.0000
N3 0.0000 0.0000 0.0000 0.7482 0.0000
N4 0.0000 0.0000 0.0000 0.9946 0.0000
N5 0.0000 0.0000 0.0000 0.9510 0.0000
N6 0.0000 0.0000 0.0000 0.7247 0.0000
N7 0.0000 0.0000 0.0000 1.2678 0.0000
N8 0.0000 0.0000 0.0000 1.7996 0.0000
N9 0.0000 0.0000 0.0000 2.2307 0.0000
N10 0.0000 0.0000 0.0000 1.8983 0.0000
N11 0.0000 0.0000 0.0000 0.9379 0.0000
N12 0.0000 0.0000 0.0000 1.5405 0.0000
N13 0.0000 0.0000 0.0000 2.1415 0.0000
N14 0.0000 0.0000 0.0000 2.6926 0.0000
N15 0.0000 0.0000 0.0000 0.5012 0.0000
N24 0.0000 0.0000 0.0000 0.6972 0.0000
N25 0.0000 0.0000 0.0000 0.6534 0.0000
N26 0.0000 0.0000 0.0000 1.0488 0.0000
N27 0.0000 0.0000 0.0000 0.6100 0.0000
N28 0.0000 0.0000 0.0000 0.3623 0.0000
N29 0.0000 0.0000 0.0000 0.4556 0.0000
N30 0.0000 0.0000 0.0000 0.4717 0.0000
N31 0.0000 0.0000 0.0000 0.8134 0.0000
N32 0.0000 0.0000 0.0000 1.1466 0.0000
N33 0.0000 0.0000 0.0000 0.3824 0.0000
N34 0.0000 0.0000 0.0000 0.9597 0.0000
N35 0.0000 0.0000 0.0000 0.9679 0.0000
N36 0.0000 0.0000 0.0000 0.7186 0.0000
N37 0.0000 0.0000 0.0000 1.0325 0.0000
N38 0.0000 0.0000 0.0000 1.3261 0.0000
N39 0.0000 0.0000 0.0000 1.2839 0.0000
N41 0.0000 0.0000 0.0000 1.2634 0.0000
N42 0.0000 0.0000 0.0000 1.2716 0.0000
N43 0.0000 0.0000 0.0000 1.1485 0.0000
N44 0.0000 0.0000 0.0000 1.2188 0.0000
N45 0.0000 0.0000 0.0000 1.4829 0.0000
N69 0.0000 0.0000 0.0000 1.8673 0.0000
N46 0.0000 0.0000 0.0000 1.8053 0.0000
N47 0.0000 0.0000 0.0000 1.8044 0.0000
N48 0.0000 0.0000 0.0000 0.5424 0.0000
N49 0.0000 0.0000 0.0000 0.7086 0.0000
N50 0.0000 0.0000 0.0000 0.7881 0.0000
N51 0.0000 0.0000 0.0000 1.0470 0.0000
N52 0.0000 0.0000 0.0000 1.1869 0.0000
N53 0.0000 0.0000 0.0000 1.5868 0.0000
N54 0.0000 0.0000 0.0000 1.9367 0.0000
N55 0.0000 0.0000 0.0000 1.1072 0.0000
N56 0.0000 0.0000 0.0000 1.1483 0.0000
N57 0.0000 0.0000 0.0000 0.0254 0.0000
N58 0.0000 0.0000 0.0000 0.1789 0.0000
N59 0.0000 0.0000 0.0000 0.2061 0.0000
N60 0.0000 0.0000 0.0000 0.1331 0.0000
N61 0.0000 0.0000 0.0000 0.6164 0.0000
N62 0.0000 0.0000 0.0000 2.1956 0.0000
N63 0.0000 0.0000 0.0000 1.3168 0.0000
N64 0.0000 0.0000 0.0000 1.2419 0.0000
N65 0.0000 0.0000 0.0000 1.7402 0.0000
N66 0.0000 0.0000 0.0000 2.0090 0.0000
N67 0.0000 0.0000 0.0000 2.1561 0.0000
N68 0.0000 0.0000 0.0000 1.8672 0.0000
D1 0.0000 0.0000 0.0000 2.3653 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 0.045 percent
The Junction with the largest average change was.D1 with 0.035 percent
The Conduit with the largest sinuosity was.......6364und with 3.493
*===================================================================*
| 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 2256.3268 0.1045
N4 1990.7411 0.0922
N8 533.8403 0.0247
N13 1817.0479 0.0841
N25 2008.9647 0.0930
N28 2618.9977 0.1212
N29 2196.0233 0.1017
N30 3372.5421 0.1561
N31 3309.3007 0.1532
N32 889.7730 0.0412
N33 729.4367 0.0338
N36 649.3630 0.0301
N42 1191.2558 0.0552
N44 560.0306 0.0259
N45 441.7234 0.0205
N47 394.9566 0.0183
N48 3007.1064 0.1392
N50 1032.8974 0.0478
N52 311.2799 0.0144
N55 1062.1133 0.0492
N56 373.2392 0.0173
N58 755.4537 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.