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m100y1hr.out
From the archive Output.zip, inside RAL17/0511 - Information Request Response. File date in the archive: 2018-02-16 14:31.
*=========================================================*
Conduit Maximum Total Maximum Maximum ## Junction Invert Maximum
Name Flow Flow Velocity Volume ## Name Elevation Elevation
(cms) (m^3) (m/s) (m^3) ## (m) (m)
--------------- ---------- ---------- ---------- ---------- ## ---------------- --------- ---------
L1 1.7732 2898.2892 1.0970 10.6811 ## N1 102.8300 103.7360
L2 1.7653 2901.9393 0.9842 12.4746 ## N2 101.7100 102.4399
L3 1.7531 2904.4287 0.6356 44.8420 ## N3 100.3800 101.2112
L4 3.3357 5469.2756 0.7572 70.2258 ## N4 99.4600 100.5640
L5 3.3206 5478.9291 0.8766 36.3528 ## N5 99.0400 100.0975
L6 3.3670 5480.2702 0.7645 45.2463 ## N6 98.8600 99.6166
L7 3.3719 5479.7682 0.2942 122.4093 ## N7 98.3300 99.6377
L8 3.8416 6157.2588 0.1783 218.7222 ## N8 97.8000 99.6396
L9 3.7298 6160.1745 0.5925 58.1344 ## N9 97.3700 99.6403
L10 3.7293 6162.6216 0.5973 29.3313 ## N10 97.0000 98.9331
L11 3.7526 6157.0729 0.3746 167.4965 ## N11 96.7000 97.6670
L12 3.8137 6138.0250 0.2502 255.5587 ## N12 96.1000 97.6711
L13 5.1872 8440.8777 0.2812 327.7961 ## N13 95.5000 97.6730
L14 5.1518 8432.3311 0.9287 52.4091 ## N14 94.9500 97.6739
L15 5.1457 8443.2030 0.7135 95.1660 ## N15 94.4600 95.0376
L24 5.1192 8449.2182 0.8825 115.6242 ## N24 94.0300 94.8036
L25 6.6223 11052.5166 0.8493 126.7260 ## N25 93.5900 94.3295
L26 6.2082 10913.8351 1.2157 73.0432 ## N26 92.8500 94.0013
L27 6.1402 10928.8922 1.0015 101.4190 ## N27 92.7400 93.4749
L28 1.6202 3382.4914 0.7895 23.5741 ## N28 120.5000 120.9239
L29 2.9658 6299.2521 1.0928 29.8652 ## N29 113.5000 114.0287
L30 4.0412 10742.2385 0.7102 101.6426 ## N30 105.5000 106.0464
L31 5.6424 15137.2737 0.5608 519.7015 ## N31 97.5000 98.4055
L32 5.9075 16358.6588 1.0372 115.7015 ## N32 94.8000 96.0887
L33 0.6382 936.9666 0.4112 8.4270 ## N33 97.5100 97.9235
L34 6.2112 17334.2404 0.4592 236.5243 ## N34 94.0700 95.1131
L35 6.2097 17367.7376 0.8816 108.2927 ## N35 93.9700 95.0036
L36 6.4720 18217.9461 1.4634 155.2819 ## N36 92.9800 93.7429
W2637 0.4054 161.0683 0.3931 9.2341 ## N37 92.3100 93.4857
L37 6.5839 18432.0510 0.6574 268.8701 ## N38 92.0000 93.4687
L38 12.0889 29419.5764 0.9546 178.6036 ## N39 91.9800 93.4075
L39 -12.0531 -29445.0153 -0.9046 130.4636 ## N41 91.8800 93.2889
L41 12.0004 29577.0304 0.7853 831.7400 ## N42 91.4800 92.8628
4243 12.7339 31315.8824 0.7937 964.1403 ## N43 90.6500 91.9349
4344 12.2628 31517.6002 0.7238 1100.2460 ## N44 90.0000 91.7686
6869 17.0115 41554.0570 0.5354 686.2566 ## N45 89.7000 91.6783
4445 12.3250 31965.1109 0.4147 989.5547 ## N69 87.6800 89.8531
4546 12.5007 32236.8593 0.5353 588.6465 ## N46 89.3400 91.5514
4647 12.4971 31985.7383 0.6245 397.8774 ## N47 89.3200 91.4009
4754 12.6866 32120.3875 0.4029 978.0956 ## N48 90.5800 91.4769
4849 2.2192 3843.4406 0.2664 100.9324 ## N49 90.3500 91.4388
5051 3.0369 5101.1883 0.2893 201.3997 ## N50 90.3300 91.4257
5253 3.1811 5361.4784 1.4153 287.6099 ## N51 89.9600 91.3836
5354 2.6716 4783.9797 0.2979 1486.7057 ## N52 89.9300 91.3093
5462 14.7514 35716.6749 0.2242 797.1405 ## N53 89.5300 91.3094
5657 0.4801 270.1080 0.6583 0.5245 ## N54 89.1800 91.3088
5758 0.4706 270.5471 0.1679 6.7761 ## N55 98.9200 100.0564
5859 0.9621 1339.7125 0.5652 12.9489 ## N56 98.4000 99.5547
5960 1.1108 1634.6616 0.4415 31.5154 ## N57 99.2300 99.2655
6061 1.1053 1611.8073 0.2827 79.1162 ## N58 92.4400 92.7942
6162 1.3212 2047.6541 0.6152 322.0873 ## N59 91.6000 91.9550
6465 16.8870 40780.5494 0.6874 854.9479 ## N60 91.1600 91.4863
6566 16.6648 40524.8092 0.5750 1041.7887 ## N61 90.5000 91.3443
6667 17.1762 42342.2785 0.2830 3077.1452 ## N62 88.9200 91.3012
L595 15.6306 36987.0376 0.2019 471.8150 ## N63 95.7500 97.0765
L598 1.1039 1555.1590 0.7096 9.1876 ## N64 88.6300 90.6459
6768 17.0304 41470.8184 1.3562 183.6438 ## N65 88.0800 90.2918
5152 3.0301 5025.3662 1.0969 16.1936 ## N66 87.7800 90.0904
4950 2.2098 3822.7879 0.7428 19.6417 ## N67 87.6100 90.0248
5556ova 0.6070 585.1739 1.6206 2.7549 ## N68 87.8400 90.0134
5556unda 0.2319 779.0428 2.0741 1.7903 ## D1 88.7500 91.2982
5663ova 0.4248 681.9459 1.2523 3.1009 ## N60.7 90.6000 91.4677
5663und 0.2364 899.4169 2.1650 2.2135 ##
6364ova 0.6789 637.9318 0.8874 37.0489 ##
6364und 0.6243 1901.0410 3.8896 5.0573 ##
6264ova 15.5774 36646.6603 1.3710 112.4466 ##
6264unda 0.0034 134.3232 1.4516 0.0221 ##
FREE # 1 17.0115 41553.2847 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 1.7732 2898.2892
N2 N3 1.7653 2901.9393
N3 N4 1.7531 2904.4287
N4 N5 3.3357 5469.2756
N5 N6 3.3206 5478.9291
N6 N7 3.3670 5480.2702
N7 N8 3.3719 5479.7682
N8 N9 3.8416 6157.2588
N9 N10 3.7298 6160.1745
N10 N11 3.7293 6162.6216
N11 N12 3.7526 6157.0729
N12 N13 3.8137 6138.0250
N13 N14 5.1872 8440.8777
N14 N15 5.1518 8432.3311
N15 N24 5.1457 8443.2030
N24 N25 5.1192 8449.2182
N25 N26 6.6223 11052.5166
N26 N27 6.2082 10913.8351
N27 N38 6.1402 10928.8922
N28 N29 1.6202 3382.4914
N29 N30 2.9658 6299.2521
N30 N31 4.0412 10742.2385
N31 N32 5.6424 15137.2737
N32 N34 5.9075 16358.6588
N33 N34 0.6382 936.9666
N34 N35 6.2112 17334.2404
N35 N36 6.2097 17367.7376
N36 N37 6.4720 18217.9461
N26 N37 0.4054 161.0683
N37 N38 6.5839 18432.0510
N38 N39 12.0889 29419.5764
N41 N39 12.0531 29445.0153
N41 N42 12.0004 29577.0304
N42 N43 12.7339 31315.8824
N43 N44 12.2628 31517.6002
N68 N69 17.0115 41554.0570
N44 N45 12.3250 31965.1109
N45 N46 12.5007 32236.8593
N46 N47 12.4971 31985.7383
N47 N54 12.6866 32120.3875
N48 N49 2.2192 3843.4406
N50 N51 3.0369 5101.1883
N52 N53 3.1811 5361.4784
N53 N54 2.6716 4783.9797
N54 N62 14.7514 35716.6749
N56 N57 0.4801 270.1080
N57 N58 0.4706 270.5471
N58 N59 0.9621 1339.7125
N59 N60 1.1108 1634.6616
N60 N60.7 1.1053 1611.8073
N61 N62 1.3212 2047.6541
N64 N65 16.8870 40780.5494
N65 N66 16.6648 40524.8092
N66 N67 17.1762 42342.2785
N62 D1 15.6306 36987.0376
N60.7 N61 1.1039 1555.1590
N67 N68 17.0304 41470.8184
N51 N52 3.0301 5025.3662
N49 N50 2.2098 3822.7879
N55 N56 0.8390 1364.2167
N56 N63 0.6612 1581.3627
N63 N64 1.2833 2538.9728
D1 N64 15.5824 36780.9834
#########################################################
# 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 103.7360 102.4399 Natural
L2 N2 N3 101.7100 100.3800 102.4399 101.2112 Natural
L3 N3 N4 100.3800 99.4600 101.2112 100.5640 Natural
L4 N4 N5 99.4600 99.0400 100.5639 100.0975 Natural
L5 N5 N6 99.0400 98.8600 100.0975 99.6166 Natural
L6 N6 N7 98.8600 98.3300 99.6164 99.6378 Natural
L7 N7 N8 98.3300 97.8000 99.6377 99.6396 Natural
L8 N8 N9 97.8000 97.3700 99.6396 99.6403 Natural
L9 N9 N10 99.2200 99.2100 99.6403 99.4322 Natural
L10 N10 N11 98.7000 96.7000 98.9331 97.6670 Natural
L11 N11 N12 96.7000 96.1000 97.6670 97.6711 Natural
L12 N12 N13 96.1000 95.5000 97.6711 97.6730 Natural
L13 N13 N14 95.5000 94.9500 97.6730 97.6739 Natural
L14 N14 N15 97.1400 97.1300 97.6739 97.5366 Natural
L15 N15 N24 94.4600 94.0300 95.0376 94.8036 Natural
L24 N24 N25 94.0300 93.5900 94.8036 94.3295 Natural
L25 N25 N26 93.5900 92.8500 94.3295 94.0013 Natural
L26 N26 N27 92.8500 92.7400 94.0013 93.4749 Natural
L27 N27 N38 92.7400 92.0000 93.4749 93.4687 Natural
L28 N28 N29 120.5000 113.5000 120.9239 114.0287 Natural
L29 N29 N30 113.5000 105.5000 114.0287 106.0464 Natural
L30 N30 N31 105.5000 97.5000 106.0464 98.4055 Natural
L31 N31 N32 97.5000 94.8000 98.4055 96.0887 Natural
L32 N32 N34 94.8000 94.0700 96.0887 95.1131 Natural
L33 N33 N34 97.5100 97.1200 97.9235 97.3596 Natural
L34 N34 N35 94.0700 93.9700 95.1131 95.0036 Natural
L35 N35 N36 93.9700 92.9800 95.0036 93.7429 Natural
L36 N36 N37 92.9800 92.3100 93.7429 93.4857 Natural
W2637 N26 N37 93.7200 93.6200 94.0013 93.7493 Natural
L37 N37 N38 92.3100 92.0000 93.4857 93.4687 Natural
L38 N38 N39 92.0000 91.9800 93.4687 93.4075 Natural
L39 N41 N39 92.1800 91.9800 93.2889 93.4075 Natural
L41 N41 N42 91.8800 91.4800 93.2889 92.8628 Natural
4243 N42 N43 91.4800 90.6500 92.8628 91.9349 Natural
4344 N43 N44 90.6500 90.0000 91.9349 91.7686 Natural
6869 N68 N69 87.8400 87.6800 90.0134 89.8531 Natural
4445 N44 N45 90.0000 89.7000 91.7686 91.6783 Natural
4546 N45 N46 89.7000 89.3400 91.6783 91.5514 Natural
4647 N46 N47 89.3400 89.3200 91.5514 91.4009 Natural
4754 N47 N54 89.3200 89.1800 91.4009 91.3088 Natural
4849 N48 N49 90.5800 90.4100 91.4769 91.4388 Natural
5051 N50 N51 90.3300 90.0700 91.4257 91.3836 Natural
5253 N52 N53 89.9300 89.5300 91.3093 91.3094 Natural
5354 N53 N54 89.5300 89.2600 91.3094 91.3088 Natural
5462 N54 N62 89.2600 88.9200 91.3088 91.3012 Natural
5657 N56 N57 99.5300 99.2300 99.5547 99.2655 Natural
5758 N57 N58 99.2300 92.4400 99.2655 92.7942 Natural
5859 N58 N59 92.4400 91.6000 92.7942 91.9550 Natural
5960 N59 N60 91.6000 91.1600 91.9550 91.4863 Natural
6061 N60 N60.7 91.1600 90.7000 91.4863 91.4677 Natural
6162 N61 N62 90.5000 88.9200 91.3443 91.3012 Natural
6465 N64 N65 88.6300 88.0800 90.6459 90.2918 Natural
6566 N65 N66 88.0800 87.7800 90.2918 90.0904 Natural
6667 N66 N67 87.7800 87.6100 90.0904 90.0248 Natural
L595 N62 D1 88.9200 88.7500 91.3012 91.2982 Natural
L598 N60.7 N61 91.3800 91.3200 91.4677 91.3873 Natural
6768 N67 N68 89.4000 89.3800 90.0248 90.0134 Natural
5152 N51 N52 91.0300 91.0250 91.3836 91.3093 Natural
4950 N49 N50 91.0400 91.0200 91.4388 91.4257 Natural
5556ova N55 N56 99.8500 99.4000 100.0564 99.6059 Natural
5556unda N55 N56 98.9200 98.4700 100.0564 99.5547 Circular
5663ova N56 N63 99.4000 98.0000 99.5547 98.1541 Natural
5663und N56 N63 98.4000 97.0000 99.5547 97.3429 Circular
6364ova N63 N64 97.0000 89.9000 97.0765 90.6459 Natural
6364und N63 N64 95.7500 88.6300 97.0765 90.6459 Circular
6264ova D1 N64 90.8800 90.8600 91.2982 91.2314 Natural
6264unda D1 N64 88.7500 88.6300 91.2982 90.6459 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 -2.4785 -0.0428 0.0053 0.0439 0.0191 -2.4537 5794.9025 0
N2 -3.8357 -0.0661 0.0082 0.0603 0.0320 -3.8074 5800.2285 0
N3 -2.8833 -0.0497 0.0062 0.0946 0.0418 -2.8306 5806.3680 0
N4 -14.9147 -0.1365 0.0320 0.6870 0.5043 -14.7320 10924.7681 0
N5 -11.9393 -0.1090 0.0256 3.6833 3.3110 -11.5670 10948.2048 0
N6 -4.0909 -0.0373 0.0088 12.4463 11.7576 -3.4022 10959.1993 0
N7 -3.8856 -0.0353 0.0083 45.3480 43.8313 -2.3689 10960.0384 0
N8 -5.2936 -0.0426 0.0114 109.5528 106.8681 -2.6089 12320.9644 0
N9 -10.9675 -0.0885 0.0236 74.8634 73.1453 -9.2494 12317.4333 0
N10 -5.5888 -0.0453 0.0120 12.0395 9.7524 -3.3017 12322.7961 0
N11 -11.1092 -0.0898 0.0239 52.2648 38.5099 2.6456 12319.6945 0
N12 -8.9135 -0.0718 0.0191 123.4859 97.8684 16.7039 12295.0979 0
N13 -9.8767 -0.0578 0.0212 187.9751 158.1721 19.9264 16906.2691 0
N14 -11.5067 -0.0678 0.0247 107.8117 91.9529 4.3521 16873.2088 0
N15 -13.5334 -0.0802 0.0291 2.0969 0.3448 -11.7813 16875.5341 0
N24 -10.0073 -0.0592 0.0215 2.3917 0.3711 -7.9867 16892.4212 0
N25 -31.0911 -0.1408 0.0668 0.8956 0.1385 -30.3340 22076.0442 0
N26 -26.6154 -0.1203 0.0572 1.0131 0.1969 -25.7992 22127.4200 0
N27 -16.6370 -0.0762 0.0357 1.4606 1.0823 -16.2586 21842.7272 0
N28 -15.3693 -0.2277 0.0330 0.9758 1.6180 -16.0116 6749.2564 0
N29 -97.6753 -0.7811 0.2098 3.9325 4.2408 -97.9836 12500.5364 0
N30 -91.6237 -0.4278 0.1968 17.4668 5.8328 -79.9898 21404.5934 0
N31 -173.0200 -0.5742 0.3716 20.7788 3.5660 -155.8072 30119.3931 0
N32 -87.4658 -0.2680 0.1878 6.9320 0.3904 -80.9242 32635.8666 0
N33 -3.0406 -0.1625 0.0065 0.0164 0.0166 -3.0408 1871.5342 0
N34 -44.4928 -0.1285 0.0956 3.3202 0.1996 -41.3722 34629.8657 0
N35 -39.5202 -0.1139 0.0849 3.3892 0.2111 -36.3421 34701.9779 0
N36 -21.0221 -0.0577 0.0451 0.9673 0.1051 -20.1598 36417.6624 0
N37 -55.4889 -0.1507 0.1192 2.4698 1.7151 -54.7343 36811.0654 0
N38 -65.1778 -0.1109 0.1400 5.0527 4.6640 -64.7890 58780.5196 0
N39 -30.1033 -0.0511 0.0647 3.5459 3.7171 -30.2745 58864.5917 0
N41 -139.4351 -0.2362 0.2995 5.8302 1.9932 -135.5981 59022.0457 0
N42 -225.1651 -0.3607 0.4836 11.8827 0.0000 -213.2823 62419.3739 0
N43 -286.5917 -0.4558 0.6155 86.4181 0.0000 -200.1736 62833.4826 0
N44 -28.1528 -0.0438 0.0605 296.6018 0.0000 268.4491 64200.3388 0
N45 -64.2568 -0.0989 0.1380 357.7903 0.0000 293.5335 64768.7667 0
N69 -9.9770 -0.0120 0.0214 3.0886 0.0000 -6.8884 83107.3417 0
N46 -11.0666 -0.0172 0.0238 258.7744 0.0000 247.7078 64222.5976 0
N47 -70.9643 -0.1095 0.1524 439.7339 0.0000 368.7696 64614.4283 0
N48 -11.7445 -0.1524 0.0252 20.3236 0.0000 8.5791 7698.4687 0
N49 -2.9836 -0.0389 0.0064 20.6461 0.0000 17.6625 7666.2285 0
N50 -25.0831 -0.2441 0.0539 64.0431 0.0000 38.9600 10244.9178 0
N51 8.3873 0.0826 0.0180 64.3568 0.0000 72.7441 10126.5545 0
N52 -25.7306 -0.2376 0.0553 88.2416 0.0000 62.5110 10785.6809 0
N53 -68.4736 -0.6542 0.1471 641.7250 0.0000 573.2515 10145.4581 0
N54 -7.6784 -0.0105 0.0165 1173.0664 0.0000 1165.3880 72621.0422 0
N55 0.3465 0.0127 0.0007 0.0115 0.0000 0.3580 2728.9886 0
N56 -9.1845 -0.2486 0.0197 0.0434 0.0000 -9.1412 3693.9897 0
N57 -0.6126 -0.1133 0.0013 0.1284 0.0000 -0.4842 540.6551 0
N58 -101.6255 -3.9414 0.2183 0.1732 0.0000 -101.4523 2578.3427 0
N59 -14.4506 -0.4431 0.0310 4.2148 0.0000 -10.2358 3259.2736 0
N60 -12.3245 -0.3776 0.0265 34.6333 0.0000 22.3088 3246.4690 0
N61 -140.0254 -3.4066 0.3007 103.3077 0.0000 -36.7177 4058.7344 0
N62 102.2726 0.1363 0.2196 582.0338 0.0000 684.3064 74751.3666 0
N63 0.7331 0.0144 0.0016 3.1467 0.0000 3.8798 5088.8583 0
N64 141.1722 0.1725 0.3032 109.3962 0.0000 250.5684 81797.4769 0
N65 -99.6300 -0.1223 0.2140 352.2461 0.0000 252.6161 81305.3587 0
N66 -219.5200 -0.2548 0.4715 1119.7061 0.0000 900.1862 85588.9812 0
N67 -7.8817 -0.0094 0.0169 874.6695 0.0000 866.7878 83813.0969 0
N68 -102.9650 -0.1240 0.2211 3.9742 0.0000 -98.9908 83024.8754 0
D1 -51.1934 -0.0693 0.1099 182.1314 0.0000 130.9380 73768.0211 0
N60.7 24.4271 0.7675 0.0525 31.0436 0.0000 55.4707 3166.9664 0
The total continuity error was -2388.5 cubic meters
The remaining total volume was 7740.4 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 2895.9735 0.0000 0.0000 0.0000 -0.0001 0.0000 0.0000
N4 0.0000 0.0000 2550.4489 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N8 0.0000 0.0000 683.7472 0.0000 0.0000 0.0000 -0.0049 0.0000 0.0000
N13 0.0000 0.0000 2326.7586 0.0000 0.0000 0.0000 -0.0010 0.0000 0.0000
N25 0.0000 0.0000 2573.6546 0.0000 0.0000 0.0000 -0.0001 0.0000 0.0000
N28 0.0000 0.0000 3366.1958 0.0000 0.0000 0.0000 -0.0001 0.0000 0.0000
N29 0.0000 0.0000 2818.1423 0.0000 0.0000 0.0000 -0.0006 0.0000 0.0000
N30 0.0000 0.0000 4362.7056 0.0000 0.0000 0.0000 0.0007 0.0000 0.0000
N31 0.0000 0.0000 4238.7808 0.0000 0.0000 0.0000 0.0003 0.0000 0.0000
N32 0.0000 0.0000 1139.6069 0.0000 0.0000 0.0000 0.0002 0.0000 0.0000
N33 0.0000 0.0000 934.3080 0.0000 0.0000 0.0000 -0.0001 0.0000 0.0000
N36 0.0000 0.0000 831.7429 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N42 0.0000 0.0000 1526.0687 0.0000 0.0000 0.0000 0.0002 0.0000 0.0000
N44 0.0000 0.0000 717.4404 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N45 0.0000 0.0000 566.6632 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 41553.2847 0.0000 0.0000
N47 0.0000 0.0000 508.1915 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N48 0.0000 0.0000 3854.2487 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N50 0.0000 0.0000 1320.6054 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N52 0.0000 0.0000 398.7243 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N55 0.0000 0.0000 1364.4665 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N56 0.0000 0.0000 478.1850 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N58 0.0000 0.0000 967.8380 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N59 0.0000 0.0000 284.8171 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N61 0.0000 0.0000 455.7927 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N63 0.0000 0.0000 968.2585 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N64 0.0000 0.0000 1696.5462 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N66 0.0000 0.0000 2721.2257 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 0.9060 0.0000
N2 0.0000 0.0000 0.0000 0.7299 0.0000
N3 0.0000 0.0000 0.0000 0.8312 0.0000
N4 0.0000 0.0000 0.0000 1.1040 0.0000
N5 0.0000 0.0000 0.0000 1.0575 0.0000
N6 0.0000 0.0000 0.0000 0.7565 0.0000
N7 0.0000 0.0000 0.0000 1.3078 0.0000
N8 0.0000 0.0000 0.0000 1.8396 0.0000
N9 0.0000 0.0000 0.0000 2.2703 0.0000
N10 0.0000 0.0000 0.0000 1.9331 0.0000
N11 0.0000 0.0000 0.0000 0.9670 0.0000
N12 0.0000 0.0000 0.0000 1.5711 0.0000
N13 0.0000 0.0000 0.0000 2.1730 0.0000
N14 0.0000 0.0000 0.0000 2.7239 0.0000
N15 0.0000 0.0000 0.0000 0.5776 0.0000
N24 0.0000 0.0000 0.0000 0.7736 0.0000
N25 0.0000 0.0000 0.0000 0.7395 0.0000
N26 0.0000 0.0000 0.0000 1.1513 0.0000
N27 0.0000 0.0000 0.0000 0.7349 0.0000
N28 0.0000 0.0000 0.0000 0.4239 0.0000
N29 0.0000 0.0000 0.0000 0.5287 0.0000
N30 0.0000 0.0000 0.0000 0.5464 0.0000
N31 0.0000 0.0000 0.0000 0.9055 0.0000
N32 0.0000 0.0000 0.0000 1.2887 0.0000
N33 0.0000 0.0000 0.0000 0.4135 0.0000
N34 0.0000 0.0000 0.0000 1.0431 0.0000
N35 0.0000 0.0000 0.0000 1.0336 0.0000
N36 0.0000 0.0000 0.0000 0.7629 0.0000
N37 0.0000 0.0000 0.0000 1.1757 0.0000
N38 0.0000 0.0000 0.0000 1.4687 0.0000
N39 0.0000 0.0000 0.0000 1.4275 0.0000
N41 0.0000 0.0000 0.0000 1.4089 0.0000
N42 0.0000 0.0000 0.0000 1.3828 0.0000
N43 0.0000 0.0000 0.0000 1.2849 0.0000
N44 0.0000 0.0000 0.0000 1.7686 0.0000
N45 0.0000 0.0000 0.0000 1.9783 0.0000
N69 0.0000 0.0000 0.0000 2.1731 0.0000
N46 0.0000 0.0000 0.0000 2.2114 0.0000
N47 0.0000 0.0000 0.0000 2.0809 0.0000
N48 0.0000 0.0000 0.0000 0.8969 0.0000
N49 0.0000 0.0000 0.0000 1.0888 0.0000
N50 0.0000 0.0000 0.0000 1.0957 0.0000
N51 0.0000 0.0000 0.0000 1.4236 0.0000
N52 0.0000 0.0000 0.0000 1.3793 0.0000
N53 0.0000 0.0000 0.0000 1.7794 0.0000
N54 0.0000 0.0000 0.0000 2.1288 0.0000
N55 0.0000 0.0000 0.0000 1.1364 0.0000
N56 0.0000 0.0000 0.0000 1.1547 0.0000
N57 0.0000 0.0000 0.0000 0.0355 0.0000
N58 0.0000 0.0000 0.0000 0.3542 0.0000
N59 0.0000 0.0000 0.0000 0.3550 0.0000
N60 0.0000 0.0000 0.0000 0.3263 0.0000
N61 0.0000 0.0000 0.0000 0.8443 0.0000
N62 0.0000 0.0000 0.0000 2.3812 0.0000
N63 0.0000 0.0000 0.0000 1.3265 0.0000
N64 0.0000 0.0000 0.0000 2.0159 0.0000
N65 0.0000 0.0000 0.0000 2.2118 0.0000
N66 0.0000 0.0000 0.0000 2.3104 0.0000
N67 6.0000 0.0000 0.0000 2.4148 0.0000
N68 0.0000 0.0000 0.0000 2.1734 0.0000
D1 0.0000 0.0000 0.0000 2.5482 0.0000
N60.7 0.0000 0.0000 0.0000 0.8677 0.0000
*==================================*
| Simulation Specific Information |
*==================================*
Number of Input Conduits.......... 67 Number of Simulated Conduits...... 68
Number of Natural Channels........ 63 Number of Junctions............... 62
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 0.030 percent
The Junction with the largest average change was.N69 with 0.031 percent
The Conduit with the largest sinuosity was.......6364und with 19.520
*===================================================================*
| 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 2896.6133 0.1341
N4 2551.0638 0.1181
N8 683.9374 0.0317
N13 2327.3664 0.1077
N25 2574.3094 0.1192
N28 3366.7650 0.1559
N29 2818.7929 0.1305
N30 4363.1028 0.2020
N31 4239.8809 0.1963
N32 1139.9342 See the original
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