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e2y25m.out
From the archive Output.zip, inside RAL17/0511 - Information Request Response. File date in the archive: 2018-02-12 12:09.
99.5192
L8 1.4368 1589.4978 0.0749 194.9846 ## N8 97.8000 99.5198
L9 1.4102 1590.0087 0.3776 33.7638 ## N9 97.3700 99.5199
L10 1.4100 1591.3899 0.2756 21.1107 ## N10 97.0000 98.8313
L11 1.4258 1581.6466 0.1630 145.7577 ## N11 96.7000 97.5809
L12 1.4428 1560.0824 0.1043 231.9832 ## N12 96.1000 97.5813
L13 1.9923 2137.4672 0.1207 293.3255 ## N13 95.5000 97.5813
L14 1.9858 2123.9057 0.5649 31.0308 ## N14 94.9500 97.5818
L15 1.9840 2128.4621 0.4923 54.8821 ## N15 94.4600 94.8097
L24 1.9659 2126.9240 0.6453 60.1414 ## N24 94.0300 94.5872
L25 2.5813 2806.7476 0.5867 72.2293 ## N25 93.5900 94.0836
L26 2.5666 2817.3280 0.8996 39.7708 ## N26 92.8500 93.6673
L27 2.5642 2823.6229 0.8645 47.7305 ## N27 92.7400 93.2010
L28 0.5061 867.6214 0.5650 5.3781 ## N28 120.5000 120.7306
L29 1.0431 1636.5962 0.8412 7.0410 ## N29 113.5000 113.8092
L30 1.2859 2737.0678 0.5939 21.9024 ## N30 105.5000 105.7901
L31 1.9194 3884.7458 0.5258 105.4266 ## N31 97.5000 98.0310
L32 2.0228 4228.8948 0.8163 51.5144 ## N32 94.8000 95.6302
L33 0.2837 243.0493 0.3477 3.1632 ## N33 97.5100 97.8357
L34 2.1490 4497.5508 0.2595 145.6507 ## N34 94.0700 94.8297
L35 2.1463 4514.0538 0.6872 33.7560 ## N35 93.9700 94.7768
L36 2.2484 4740.3800 1.4559 43.5175 ## N36 92.9800 93.5457
W2637 0.0000 0.0000 0.0000 0.0001 ## N37 92.3100 93.0272
L37 2.3064 4757.3750 0.4968 122.6154 ## N38 92.0000 93.0091
L38 4.5395 7609.3487 0.8232 79.4489 ## N39 91.9800 92.9389
L39 -4.5161 -7624.4894 -0.7123 60.7005 ## N41 91.8800 92.8101
L41 4.4662 7705.0524 0.5503 448.5015 ## N42 91.4800 92.4293
4243 4.6596 8227.3950 0.6871 409.6374 ## N43 90.6500 91.5680
4344 4.5630 8310.6338 0.7756 284.7447 ## N44 90.0000 90.7327
6869 3.8389 12861.6589 0.4442 172.8433 ## N45 89.7000 90.6482
4445 4.6062 8566.2604 0.5012 307.3281 ## N69 87.6800 88.8279
4546 4.6739 8778.4551 1.0501 121.7551 ## N46 89.3400 90.3112
4647 4.6318 8805.9383 0.9995 98.5846 ## N47 89.3200 90.2226
4754 4.5778 8966.3138 0.9156 228.8222 ## N48 90.5800 90.8742
4849 0.8006 995.2224 0.7457 12.7873 ## N49 90.4100 90.6819
4950 0.7998 997.3321 0.4836 10.0281 ## N50 90.3300 90.6611
5051 1.1587 1344.6044 0.7613 28.6683 ## N51 90.0700 90.3748
5152 1.1523 1347.4727 0.5835 12.7337 ## N52 89.9300 90.3589
5253 1.2570 1457.9110 1.0742 38.9932 ## N53 89.5300 90.1679
5354 1.2379 1472.6128 0.4211 484.0303 ## N54 89.1800 90.1677
5462 4.3957 10455.9310 0.2720 308.8042 ## N55 98.9200 99.9546
5657 0.0000 0.0000 0.0000 0.0000 ## N56 98.4000 99.5132
5758 0.0000 0.0000 0.0000 0.4399 ## N57 99.2300 99.2300
5859 0.2650 250.8718 0.5980 1.4310 ## N58 92.4400 92.5501
5960 0.3524 326.2396 0.6004 2.0339 ## N59 91.6000 91.7488
6061 0.3487 327.8556 0.1739 22.2413 ## N60 91.1600 91.2551
6162 0.4670 460.0563 1.3162 59.3163 ## N61 90.5000 90.8880
6465 4.7199 12100.8568 0.9147 212.1201 ## N62 88.9200 90.1662
6566 4.4493 12097.8748 0.7212 454.8959 ## N63 95.7500 97.0181
6667 4.0024 12873.7088 0.2970 1621.7983 ## N64 88.6300 89.5164
L595 4.4603 10912.9824 0.2442 199.2066 ## N65 88.0800 89.3803
5556ova 0.1057 25.3593 1.0945 0.3867 ## N66 87.7800 89.3645
5556unda 0.2144 325.1341 1.9203 1.7893 ## N67 87.6100 89.3580
5663ova 0.1760 67.2798 0.9434 1.2435 ## N68 87.8400 88.9883
5663und 0.2331 410.4594 2.1391 2.1989 ## D1 88.7500 90.1660
6364ova 0.0288 2.7717 0.2563 0.0050 ##
6364und 0.6267 715.0401 3.9432 1.9634 ##
6264ova 0.0000 0.0000 0.0000 0.0000 ##
6264und 2.2174 10912.5505 2.5223 15.9474 ##
6768ova 0.0000 0.0000 0.0000 0.0000 ##
6768und 1.9197 12852.5530 2.0320 17.1874 ##
FREE # 1 3.8389 12862.7835 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 0.6687 746.0123
N2 N3 0.6645 747.6153
N3 N4 0.6564 748.1853
N4 N5 1.2860 1414.6206
N5 N6 1.2754 1417.0567
N6 N7 1.2778 1418.1538
N7 N8 1.2674 1417.6269
N8 N9 1.4368 1589.4978
N9 N10 1.4102 1590.0087
N10 N11 1.4100 1591.3899
N11 N12 1.4258 1581.6466
N12 N13 1.4428 1560.0824
N13 N14 1.9923 2137.4672
N14 N15 1.9858 2123.9057
N15 N24 1.9840 2128.4621
N24 N25 1.9659 2126.9240
N25 N26 2.5813 2806.7476
N26 N27 2.5666 2817.3280
N27 N38 2.5642 2823.6229
N28 N29 0.5061 867.6214
N29 N30 1.0431 1636.5962
N30 N31 1.2859 2737.0678
N31 N32 1.9194 3884.7458
N32 N34 2.0228 4228.8948
N33 N34 0.2837 243.0493
N34 N35 2.1490 4497.5508
N35 N36 2.1463 4514.0538
N36 N37 2.2484 4740.3800
N37 N38 2.3064 4757.3750
N38 N39 4.5395 7609.3487
N41 N39 4.5161 7624.4894
N41 N42 4.4662 7705.0524
N42 N43 4.6596 8227.3950
N43 N44 4.5630 8310.6338
N68 N69 3.8389 12861.6589
N44 N45 4.6062 8566.2604
N45 N46 4.6739 8778.4551
N46 N47 4.6318 8805.9383
N47 N54 4.5778 8966.3138
N48 N49 0.8006 995.2224
N49 N50 0.7998 997.3321
N50 N51 1.1587 1344.6044
N51 N52 1.1523 1347.4727
N52 N53 1.2570 1457.9110
N53 N54 1.2379 1472.6128
N54 N62 4.3957 10455.9310
N58 N59 0.2650 250.8718
N59 N60 0.3524 326.2396
N60 N61 0.3487 327.8556
N61 N62 0.4670 460.0563
N64 N65 4.7199 12100.8568
N65 N66 4.4493 12097.8748
N66 N67 4.0024 12873.7088
N62 D1 4.4603 10912.9824
N55 N56 0.3200 350.4934
N56 N63 0.4091 477.7393
N63 N64 0.6553 717.8118
D1 N64 4.4349 10912.5505
N67 N68 3.8395 12852.5530
#########################################################
# 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 103.4724 102.2127 Natural
L2 N2 N3 101.7100 100.3800 102.2126 100.9549 Natural
L3 N3 N4 100.3800 99.4600 100.9549 100.2376 Natural
L4 N4 N5 99.4600 99.0400 100.2376 99.7735 Natural
L5 N5 N6 99.0400 98.8600 99.7734 99.5131 Natural
L6 N6 N7 98.8600 98.3300 99.5130 99.5192 Natural
L7 N7 N8 98.3300 97.8000 99.5192 99.5198 Natural
L8 N8 N9 97.8000 97.3700 99.5198 99.5199 Natural
L9 N9 N10 99.2200 99.2100 99.5199 99.3693 Natural
L10 N10 N11 98.7000 96.7000 98.8313 97.5809 Natural
L11 N11 N12 96.7000 96.1000 97.5809 97.5813 Natural
L12 N12 N13 96.1000 95.5000 97.5813 97.5813 Natural
L13 N13 N14 95.5000 94.9500 97.5813 97.5818 Natural
L14 N14 N15 97.1400 97.1300 97.5818 97.5213 Natural
L15 N15 N24 94.4600 94.0300 94.8097 94.5872 Natural
L24 N24 N25 94.0300 93.5900 94.5872 94.0836 Natural
L25 N25 N26 93.5900 92.8500 94.0836 93.6673 Natural
L26 N26 N27 92.8500 92.7400 93.6673 93.2010 Natural
L27 N27 N38 92.7400 92.0000 93.2010 93.0091 Natural
L28 N28 N29 120.5000 113.5000 120.7306 113.8092 Natural
L29 N29 N30 113.5000 105.5000 113.8092 105.7901 Natural
L30 N30 N31 105.5000 97.5000 105.7901 98.0310 Natural
L31 N31 N32 97.5000 94.8000 98.0310 95.6302 Natural
L32 N32 N34 94.8000 94.0700 95.6302 94.8297 Natural
L33 N33 N34 97.5100 97.1200 97.8357 97.2911 Natural
L34 N34 N35 94.0700 93.9700 94.8297 94.7768 Natural
L35 N35 N36 93.9700 92.9800 94.7768 93.5457 Natural
L36 N36 N37 92.9800 92.3100 93.5457 93.0272 Natural
W2637 N26 N37 93.7200 93.6200 93.0272 93.0272 Natural
L37 N37 N38 92.3100 92.0000 93.0272 93.0091 Natural
L38 N38 N39 92.0000 91.9800 93.0091 92.9389 Natural
L39 N41 N39 92.1800 91.9800 92.8101 92.9389 Natural
L41 N41 N42 91.8800 91.4800 92.8101 92.4293 Natural
4243 N42 N43 91.4800 90.6500 92.4293 91.5680 Natural
4344 N43 N44 90.6500 90.0000 91.5680 90.7327 Natural
6869 N68 N69 87.8400 87.6800 88.9883 88.8279 Natural
4445 N44 N45 90.0000 89.7000 90.7327 90.6482 Natural
4546 N45 N46 89.7000 89.3400 90.6482 90.3112 Natural
4647 N46 N47 89.3400 89.3200 90.3112 90.2226 Natural
4754 N47 N54 89.3200 89.1800 90.2226 90.1677 Natural
4849 N48 N49 90.5800 90.4100 90.8741 90.6819 Natural
4950 N49 N50 90.4100 90.3300 90.6819 90.6611 Natural
5051 N50 N51 90.3300 90.0700 90.6611 90.3748 Natural
5152 N51 N52 90.0700 89.9300 90.3748 90.3589 Natural
5253 N52 N53 89.9300 89.5300 90.3589 90.1679 Natural
5354 N53 N54 89.5300 89.2600 90.1679 90.1677 Natural
5462 N54 N62 89.2600 88.9200 90.1677 90.1662 Natural
5657 N56 N57 99.5300 99.2300 99.2300 99.2300 Natural
5758 N57 N58 99.2300 92.4400 99.2300 92.5501 Natural
5859 N58 N59 92.4400 91.6000 92.5501 91.7488 Natural
5960 N59 N60 91.6000 91.1600 91.7488 91.2551 Natural
6061 N60 N61 91.1600 90.5000 91.2551 90.8880 Natural
6162 N61 N62 90.5000 88.9200 90.8880 90.1662 Natural
6465 N64 N65 88.6300 88.0800 89.5164 89.3803 Natural
6566 N65 N66 88.0800 87.7800 89.3803 89.3645 Natural
6667 N66 N67 87.7800 87.6100 89.3645 89.3580 Natural
L595 N62 D1 88.9200 88.7500 90.1662 90.1660 Natural
5556ova N55 N56 99.8500 99.4000 99.9546 99.5132 Natural
5556unda N55 N56 98.9200 98.4700 99.9546 99.5132 Circular
5663ova N56 N63 99.4000 98.0000 99.5132 98.1124 Natural
5663und N56 N63 98.4000 97.0000 99.5132 97.3414 Circular
6364ova N63 N64 97.0000 89.9000 97.0181 89.9034 Natural
6364und N63 N64 95.7500 88.6300 97.0181 89.5164 Circular
6264ova D1 N64 90.8800 90.8600 89.5164 89.5164 Natural
6264und D1 N64 88.7500 88.6300 90.1660 89.5164 Circular
6768ova N67 N68 89.4000 89.3800 88.9883 88.9883 Natural
6768und N67 N68 87.9600 87.8400 89.3580 88.9883 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 -0.9752 -0.0654 0.0082 0.0376 0.0191 -0.9566 1491.3116 0
N2 -1.7204 -0.1152 0.0144 0.0516 0.0320 -1.7008 1493.6277 0
N3 -0.8182 -0.0547 0.0068 0.0808 0.0418 -0.7793 1495.8006 0
N4 -7.0077 -0.2482 0.0586 0.6537 0.5043 -6.8584 2822.7951 0
N5 -3.6626 -0.1292 0.0306 3.6285 3.3110 -3.3451 2831.6772 0
N6 -3.3056 -0.1161 0.0276 12.3560 11.7576 -2.7072 2835.2104 0
N7 -3.3804 -0.1174 0.0283 45.1644 43.8313 -2.0473 2835.7807 0
N8 -3.8649 -0.1174 0.0323 109.2418 106.8681 -1.4912 3184.5262 0
N9 -8.3490 -0.2566 0.0698 74.6651 73.1453 -6.8292 3179.5064 0
N10 -4.3294 -0.1356 0.0362 11.7803 9.7524 -2.3014 3181.3985 0
N11 -5.6577 -0.1758 0.0473 51.1127 38.5099 6.9451 3173.0365 0
N12 -4.1952 -0.1290 0.0351 121.5443 97.8684 19.4806 3141.7290 0
N13 -4.8713 -0.1089 0.0407 185.7326 158.1721 22.6892 4300.9705 0
N14 -5.7658 -0.1322 0.0482 106.5863 91.9529 8.8676 4261.3729 0
N15 -7.3167 -0.1720 0.0612 1.9227 0.3448 -5.7388 4252.3678 0
N24 -1.5709 -0.0369 0.0131 2.1806 0.3711 0.2386 4255.3862 0
N25 -15.1013 -0.2696 0.1263 0.7723 0.1385 -14.4676 5600.0737 0
N26 -12.7341 -0.2264 0.1065 0.8864 0.1969 -12.0446 5624.0756 0
N27 -7.8981 -0.1400 0.0661 1.3136 1.0823 -7.6668 5640.9509 0
N28 -7.0106 -0.4055 0.0586 0.8304 1.6180 -7.7982 1727.6620 0
N29 -42.2754 -1.3073 0.3536 3.1396 4.2408 -43.3766 3230.1329 0
N30 -52.5495 -0.9661 0.4395 13.6078 5.8328 -44.7745 5429.6878 0
N31 -62.8426 -0.8129 0.5256 16.4605 3.5660 -49.9481 7720.3022 0
N32 -53.9260 -0.6410 0.4510 5.6540 0.3904 -48.6623 8409.3979 0
N33 -0.9458 -0.1949 0.0079 0.0137 0.0166 -0.9487 485.3781 0
N34 -30.1557 -0.3362 0.2522 2.5228 0.1996 -27.8324 8969.4949 0
N35 -21.1122 -0.2342 0.1766 2.6129 0.2111 -18.7104 9011.6046 0
N36 -13.1228 -0.1386 0.1098 0.7316 0.1051 -12.4963 9470.2096 0
N37 -18.1889 -0.1915 0.1521 2.1322 1.7151 -17.7719 9497.7549 0
N38 -31.8315 -0.2095 0.2662 4.5767 4.6640 -31.9188 15190.3466 0
N39 -17.9750 -0.1180 0.1503 3.2992 3.7171 -18.3929 15233.8381 0
N41 -86.1919 -0.5621 0.7209 4.7694 1.9932 -83.4156 15329.5418 0
N42 -134.8112 -0.8255 1.1275 5.8423 0.0000 -128.9688 16327.6660 0
N43 -89.2303 -0.5395 0.7463 4.3258 0.0000 -84.9045 16538.0288 0
N44 -75.5829 -0.4429 0.6322 4.2459 0.0000 -71.3370 17062.7242 0
N45 -70.8222 -0.4049 0.5923 3.2163 0.0000 -67.6059 17490.8312 0
N69 -3.4982 -0.0136 0.0293 1.9437 0.0000 -1.5545 25724.4424 0
N46 -31.3099 -0.1780 0.2619 2.2260 0.0000 -29.0839 17584.3934 0
N47 -34.9289 -0.1951 0.2921 2.8491 0.0000 -32.0798 17902.4400 0
N48 -1.8726 -0.0941 0.0157 0.0616 0.0000 -1.8110 1989.0563 0
N49 -2.6872 -0.1349 0.0225 0.1329 0.0000 -2.5544 1992.5544 0
N50 -4.2338 -0.1576 0.0354 0.1666 0.0000 -4.0672 2685.6640 0
N51 -3.7013 -0.1375 0.0310 0.1709 0.0000 -3.5304 2692.0771 0
N52 -8.0076 -0.2753 0.0670 0.1646 0.0000 -7.8429 2908.8134 0
N53 -16.3840 -0.5589 0.1370 1.4166 0.0000 -14.9674 2930.5238 0
N54 -24.5752 -0.1176 0.2055 3.7307 0.0000 -20.8445 20894.8576 0
N55 -0.2831 -0.0404 0.0024 0.0098 0.0000 -0.2733 700.8733 0
N56 -3.5689 -0.3749 0.0298 0.0367 0.0000 -3.5322 951.9743 0
N57 -0.0633 0.0000 0.0005 0.0633 0.0000 0.0000 0.0000 0
N58 -0.4740 -0.0945 0.0040 0.0848 0.0000 -0.3892 501.4390 0
N59 -1.5202 -0.2335 0.0127 0.0385 0.0000 -1.4817 651.0252 0
N60 -1.7252 -0.2637 0.0144 0.0777 0.0000 -1.6475 654.0952 0
N61 -14.3313 -1.5815 0.1199 0.0867 0.0000 -14.2446 906.1552 0
N62 -14.3308 -0.0656 0.1199 1.7399 0.0000 -12.5909 21828.9696 0
N63 -3.2308 -0.2233 0.0270 0.6868 0.0000 -2.5440 1446.5537 0
N64 -34.6380 -0.1433 0.2897 1.9042 0.0000 -32.7337 24170.3815 0
N65 -1.0108 -0.0042 0.0085 3.1121 0.0000 2.1014 24198.7316 0
N66 -91.4810 -0.3562 0.7651 18.2422 0.0000 -73.2388 25675.7933 0
N67 3.3533 0.0130 0.0280 16.5118 0.0000 19.8651 25726.2618 0
N68 -12.8784 -0.0501 0.1077 2.1409 0.0000 -10.7375 25714.2119 0
D1 -22.1913 -0.1017 0.1856 0.8757 0.0000 -21.3157 21825.5328 0
The total continuity error was -1240.7 cubic meters
The remaining total volume was 866.17 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 745.0125 0.0000 0.0000 0.0000 -0.0001 0.0000 0.0000
N4 0.0000 0.0000 659.7044 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N8 0.0000 0.0000 177.3097 0.0000 0.0000 0.0000 -0.0049 0.0000 0.0000
N13 0.0000 0.0000 603.1310 0.0000 0.0000 0.0000 -0.0010 0.0000 0.0000
N25 0.0000 0.0000 666.0904 0.0000 0.0000 0.0000 -0.0001 0.0000 0.0000
N28 0.0000 0.0000 859.8083 0.0000 0.0000 0.0000 -0.0001 0.0000 0.0000
N29 0.0000 0.0000 725.6194 0.0000 0.0000 0.0000 -0.0006 0.0000 0.0000
N30 0.0000 0.0000 1055.8871 0.0000 0.0000 0.0000 0.0007 0.0000 0.0000
N31 0.0000 0.0000 1097.9652 0.0000 0.0000 0.0000 0.0003 0.0000 0.0000
N32 0.0000 0.0000 295.5968 0.0000 0.0000 0.0000 0.0002 0.0000 0.0000
N33 0.0000 0.0000 242.2027 0.0000 0.0000 0.0000 -0.0001 0.0000 0.0000
N36 0.0000 0.0000 215.6605 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N42 0.0000 0.0000 395.0312 0.0000 0.0000 0.0000 0.0002 0.0000 0.0000
N44 0.0000 0.0000 185.7403 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N45 0.0000 0.0000 146.0541 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 12862.7835 0.0000 0.0000
N47 0.0000 0.0000 130.1418 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N48 0.0000 0.0000 993.4900 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N50 0.0000 0.0000 343.5654 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N52 0.0000 0.0000 103.3753 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N55 0.0000 0.0000 350.2416 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N56 0.0000 0.0000 123.6865 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N58 0.0000 0.0000 250.4508 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N59 0.0000 0.0000 73.8735 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N61 0.0000 0.0000 118.1804 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N63 0.0000 0.0000 250.8744 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N64 0.0000 0.0000 438.9612 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N66 0.0000 0.0000 703.8955 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 0.6424 0.0000
N2 0.0000 0.0000 0.0000 0.5027 0.0000
N3 0.0000 0.0000 0.0000 0.5749 0.0000
N4 0.0000 0.0000 0.0000 0.7776 0.0000
N5 0.0000 0.0000 0.0000 0.7335 0.0000
N6 0.0000 0.0000 0.0000 0.6531 0.0000
N7 0.0000 0.0000 0.0000 1.1892 0.0000
N8 0.0000 0.0000 0.0000 1.7198 0.0000
N9 0.0000 0.0000 0.0000 2.1499 0.0000
N10 0.0000 0.0000 0.0000 1.8313 0.0000
N11 0.0000 0.0000 0.0000 0.8809 0.0000
N12 0.0000 0.0000 0.0000 1.4813 0.0000
N13 0.0000 0.0000 0.0000 2.0813 0.0000
N14 0.0000 0.0000 0.0000 2.6318 0.0000
N15 0.0000 0.0000 0.0000 0.3497 0.0000
N24 0.0000 0.0000 0.0000 0.5572 0.0000
N25 0.0000 0.0000 0.0000 0.4936 0.0000
N26 0.0000 0.0000 0.0000 0.8173 0.0000
N27 0.0000 0.0000 0.0000 0.4610 0.0000
N28 0.0000 0.0000 0.0000 0.2306 0.0000
N29 0.0000 0.0000 0.0000 0.3092 0.0000
N30 0.0000 0.0000 0.0000 0.2901 0.0000
N31 0.0000 0.0000 0.0000 0.5310 0.0000
N32 0.0000 0.0000 0.0000 0.8302 0.0000
N33 0.0000 0.0000 0.0000 0.3257 0.0000
N34 0.0000 0.0000 0.0000 0.7597 0.0000
N35 0.0000 0.0000 0.0000 0.8068 0.0000
N36 0.0000 0.0000 0.0000 0.5657 0.0000
N37 0.0000 0.0000 0.0000 0.7172 0.0000
N38 0.0000 0.0000 0.0000 1.0091 0.0000
N39 0.0000 0.0000 0.0000 0.9589 0.0000
N41 0.0000 0.0000 0.0000 0.9301 0.0000
N42 0.0000 0.0000 0.0000 0.9493 0.0000
N43 0.0000 0.0000 0.0000 0.9180 0.0000
N44 0.0000 0.0000 0.0000 0.7327 0.0000
N45 0.0000 0.0000 0.0000 0.9482 0.0000
N69 0.0000 0.0000 0.0000 1.1479 0.0000
N46 0.0000 0.0000 0.0000 0.9712 0.0000
N47 0.0000 0.0000 0.0000 0.9026 0.0000
N48 0.0000 0.0000 0.0000 0.2942 0.0000
N49 0.0000 0.0000 0.0000 0.2719 0.0000
N50 0.0000 0.0000 0.0000 0.3311 0.0000
N51 0.0000 0.0000 0.0000 0.3048 0.0000
N52 0.0000 0.0000 0.0000 0.4289 0.0000
N53 0.0000 0.0000 0.0000 0.6379 0.0000
N54 0.0000 0.0000 0.0000 0.9877 0.0000
N55 0.0000 0.0000 0.0000 1.0346 0.0000
N56 0.0000 0.0000 0.0000 1.1132 0.0000
N57 0.0000 0.0000 0.0000 0.0000 0.0000
N58 0.0000 0.0000 0.0000 0.1101 0.0000
N59 0.0000 0.0000 0.0000 0.1488 0.0000
N60 0.0000 0.0000 0.0000 0.0951 0.0000
N61 0.0000 0.0000 0.0000 0.3880 0.0000
N62 0.0000 0.0000 0.0000 1.2462 0.0000
N63 0.0000 0.0000 0.0000 1.2681 0.0000
N64 0.0000 0.0000 0.0000 0.8864 0.0000
N65 0.0000 0.0000 0.0000 1.3003 0.0000
N66 0.0000 0.0000 0.0000 1.5845 0.0000
N67 0.0000 0.0000 0.0000 1.7480 0.0000
N68 0.0000 0.0000 0.0000 1.1483 0.0000
D1 0.0000 0.0000 0.0000 1.4160 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 0.025 percent
The Junction with the largest average change was.N67 with 0.028 percent
The Conduit with the largest sinuosity was.......6364und with 24.531
*===================================================================*
| 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 745.2993 0.0345
N4 659.9893 0.0306
N8 177.4016 0.0082
N13 603.4209 0.0279
N25 666.4020 0.0309
N28 860.0406 0.0398
N29 725.9153 0.0336
N30 1056.0238 0.0489
N31 1098.4886 0.0509
N32 295.7573 0.0137
N33 242.3288 0.0112
N36 215.7759 0.0100
N42 395.2186 0.0183
N44 185.8301 0.0086
N45 146.1158 0.0068
N47 130.1879 0.0060
N48 993.8339 0.0460
N50 343.7276 0.0159
N52 103.4297 0.0048
N55 350.3799 0.0162
N56 123.7417 0.0057
N58 250.5673 0.0116
N59 73.9139 0.0034
N61 118.2432 0.0055
N63 251.0027 See the original
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