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e100y1hr.out
From the archive Output.zip, inside RAL17/0511 - Information Request Response. File date in the archive: 2018-02-12 11:11.
99.6158
L8 3.2828 5346.5256 0.1555 213.9781 ## N8 97.8000 99.6163
L9 3.1911 5347.6322 0.5510 53.3408 ## N9 97.3700 99.6172
L10 3.1890 5349.8965 0.5295 27.6167 ## N10 97.0000 98.9125
L11 3.2123 5340.3828 0.3288 163.1302 ## N11 96.7000 97.6504
L12 3.2569 5315.2952 0.2175 250.8052 ## N12 96.1000 97.6538
L13 4.4259 7309.2719 0.2451 320.8133 ## N13 95.5000 97.6549
L14 4.3930 7298.1584 0.8615 47.6843 ## N14 94.9500 97.6555
L15 4.3873 7308.9712 0.6702 86.4868 ## N15 94.4600 94.9928
L24 4.3667 7315.7165 0.8378 103.7491 ## N24 94.0300 94.7585
L25 5.6459 9578.0758 0.7916 115.9244 ## N25 93.5900 94.2794
L26 5.4156 9527.4877 1.1743 64.6547 ## N26 92.8500 93.9434
L27 5.4120 9542.8696 0.9623 87.4317 ## N27 92.7400 93.3896
L28 1.4011 2928.4522 0.7735 17.6596 ## N28 120.5000 120.8861
L29 2.6578 5469.9487 1.0940 24.3982 ## N29 113.5000 113.9838
L30 3.5253 9313.3587 0.7044 84.3223 ## N30 105.5000 106.0075
L31 4.8361 13123.2574 0.5528 421.4451 ## N31 97.5000 98.3579
L32 5.0452 14174.7775 1.0110 101.8633 ## N32 94.8000 96.0124
L33 0.5521 813.9325 0.4024 6.9727 ## N33 97.5100 97.9057
L34 5.3045 15024.5002 0.4206 220.7321 ## N34 94.0700 95.0660
L35 5.3028 15053.2979 0.8336 94.0537 ## N35 93.9700 94.9666
L36 5.5268 15791.4421 1.4638 132.2469 ## N36 92.9800 93.7174
W2637 0.2192 73.1322 0.3144 6.0508 ## N37 92.3100 93.3968
L37 5.5847 15914.5109 0.6357 237.6355 ## N38 92.0000 93.3808
L38 10.3917 25514.3069 0.9318 157.7774 ## N39 91.9800 93.3189
L39 -10.3555 -25538.9905 -0.8763 115.9549 ## N41 91.8800 93.1995
L41 10.3035 25664.0136 0.7371 762.6057 ## N42 91.4800 92.7953
4243 10.7868 27184.9760 0.7620 835.9538 ## N43 90.6500 91.8247
4344 11.0448 27364.0075 0.8747 678.6422 ## N44 90.0000 91.2756
6869 14.2081 42335.6671 0.5754 493.8554 ## N45 89.7000 91.2354
4445 10.6175 28046.4180 0.6397 654.3732 ## N69 87.6800 89.6128
4546 10.5731 28619.3312 1.0489 405.0757 ## N46 89.3400 91.1936
4647 10.4795 28643.2447 1.0904 307.9611 ## N47 89.3200 91.1682
4754 10.5790 29115.3652 0.8510 825.3287 ## N48 90.5800 91.1650
4849 1.8981 3348.9375 0.9461 55.0191 ## N49 90.4100 91.1608
4950 1.8962 3348.9595 0.7389 36.6009 ## N50 90.3300 91.1602
5051 2.6206 4504.4748 1.0083 164.2231 ## N51 90.0700 91.1590
5152 2.4084 4502.7942 0.9268 67.6538 ## N52 89.9300 91.1588
5253 2.4660 4858.1829 1.1798 273.1860 ## N53 89.5300 91.1588
5354 1.6520 4890.7439 0.4549 1340.0844 ## N54 89.1800 91.1586
5462 12.1490 34063.8871 0.2739 715.2335 ## N55 98.9200 100.0398
5657 0.3410 156.3009 0.5767 0.3563 ## N56 98.4000 99.5511
5758 0.3318 156.5027 0.2096 2.2151 ## N57 99.2300 99.2597
5859 0.7977 1054.0247 0.9572 4.0176 ## N58 92.4400 92.6399
5960 0.9437 1305.4190 0.8559 5.8523 ## N59 91.6000 91.8234
6061 0.9404 1312.1132 0.2139 72.3182 ## N60 91.1600 91.3043
6162 1.0553 1749.4067 1.3515 276.3274 ## N61 90.5000 91.1586
6465 13.8280 39610.7976 0.9888 459.5561 ## N62 88.9200 91.1572
6566 13.7377 39650.7546 0.7588 789.9585 ## N63 95.7500 97.0704
6667 14.2786 42178.7431 0.2890 2541.2841 ## N64 88.6300 89.9355
L595 12.6644 35793.1317 0.1915 428.4921 ## N65 88.0800 89.8799
5556ova 0.4873 439.5958 1.5694 2.0978 ## N66 87.7800 89.8432
5556unda 0.2284 743.0292 2.0427 1.7903 ## N67 87.6100 89.8150
5663ova 0.3975 582.1183 1.2231 2.8971 ## N68 87.8400 89.7729
5663und 0.2360 868.5855 2.1622 2.2119 ## D1 88.7500 91.1568
6364ova 0.5608 451.1597 0.8383 0.6783 ##
6364und 0.6288 1838.2380 3.9215 3.2464 ##
6264ova 6.0127 6519.7905 1.0414 56.8188 ##
6264und 3.3579 29276.6304 3.5154 16.8503 ##
6768ova 12.9362 23087.7763 1.3024 102.9992 ##
6768und 2.0521 19212.5312 2.1582 17.1919 ##
FREE # 1 14.2081 42340.3799 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 1.5173 2513.3954
N2 N3 1.5046 2516.9667
N3 N4 1.4937 2519.8555
N4 N5 2.8500 4747.9875
N5 N6 2.8360 4757.9527
N6 N7 2.8971 4759.3686
N7 N8 2.8970 4758.3904
N8 N9 3.2828 5346.5256
N9 N10 3.1911 5347.6322
N10 N11 3.1890 5349.8965
N11 N12 3.2123 5340.3828
N12 N13 3.2569 5315.2952
N13 N14 4.4259 7309.2719
N14 N15 4.3930 7298.1584
N15 N24 4.3873 7308.9712
N24 N25 4.3667 7315.7165
N25 N26 5.6459 9578.0758
N26 N27 5.4156 9527.4877
N27 N38 5.4120 9542.8696
N28 N29 1.4011 2928.4522
N29 N30 2.6578 5469.9487
N30 N31 3.5253 9313.3587
N31 N32 4.8361 13123.2574
N32 N34 5.0452 14174.7775
N33 N34 0.5521 813.9325
N34 N35 5.3045 15024.5002
N35 N36 5.3028 15053.2979
N36 N37 5.5268 15791.4421
N26 N37 0.2192 73.1322
N37 N38 5.5847 15914.5109
N38 N39 10.3917 25514.3069
N41 N39 10.3555 25538.9905
N41 N42 10.3035 25664.0136
N42 N43 10.7868 27184.9760
N43 N44 11.0448 27364.0075
N68 N69 14.2081 42335.6671
N44 N45 10.6175 28046.4180
N45 N46 10.5731 28619.3312
N46 N47 10.4795 28643.2447
N47 N54 10.5790 29115.3652
N48 N49 1.8981 3348.9375
N49 N50 1.8962 3348.9595
N50 N51 2.6206 4504.4748
N51 N52 2.4084 4502.7942
N52 N53 2.4660 4858.1829
N53 N54 1.6520 4890.7439
N54 N62 12.1490 34063.8871
N56 N57 0.3410 156.3009
N57 N58 0.3318 156.5027
N58 N59 0.7977 1054.0247
N59 N60 0.9437 1305.4190
N60 N61 0.9404 1312.1132
N61 N62 1.0553 1749.4067
N64 N65 13.8280 39610.7976
N65 N66 13.7377 39650.7546
N66 N67 14.2786 42178.7431
N62 D1 12.6644 35793.1317
N55 N56 0.7157 1182.6250
N56 N63 0.6335 1450.7038
N63 N64 1.1814 2289.3977
D1 N64 12.6026 35796.4209
N67 N68 14.2173 42300.3075
#########################################################
# 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 103.6899 102.3950 Natural
L2 N2 N3 101.7100 100.3800 102.3950 101.1629 Natural
L3 N3 N4 100.3800 99.4600 101.1629 100.5001 Natural
L4 N4 N5 99.4600 99.0400 100.5001 100.0353 Natural
L5 N5 N6 99.0400 98.8600 100.0353 99.5969 Natural
L6 N6 N7 98.8600 98.3300 99.5969 99.6158 Natural
L7 N7 N8 98.3300 97.8000 99.6158 99.6163 Natural
L8 N8 N9 97.8000 97.3700 99.6163 99.6172 Natural
L9 N9 N10 99.2200 99.2100 99.6172 99.4198 Natural
L10 N10 N11 98.7000 96.7000 98.9125 97.6504 Natural
L11 N11 N12 96.7000 96.1000 97.6504 97.6538 Natural
L12 N12 N13 96.1000 95.5000 97.6538 97.6549 Natural
L13 N13 N14 95.5000 94.9500 97.6549 97.6555 Natural
L14 N14 N15 97.1400 97.1300 97.6555 97.5329 Natural
L15 N15 N24 94.4600 94.0300 94.9928 94.7585 Natural
L24 N24 N25 94.0300 93.5900 94.7585 94.2794 Natural
L25 N25 N26 93.5900 92.8500 94.2794 93.9434 Natural
L26 N26 N27 92.8500 92.7400 93.9434 93.3896 Natural
L27 N27 N38 92.7400 92.0000 93.3896 93.3808 Natural
L28 N28 N29 120.5000 113.5000 120.8861 113.9838 Natural
L29 N29 N30 113.5000 105.5000 113.9838 106.0075 Natural
L30 N30 N31 105.5000 97.5000 106.0075 98.3579 Natural
L31 N31 N32 97.5000 94.8000 98.3579 96.0124 Natural
L32 N32 N34 94.8000 94.0700 96.0124 95.0660 Natural
L33 N33 N34 97.5100 97.1200 97.9057 97.3448 Natural
L34 N34 N35 94.0700 93.9700 95.0660 94.9666 Natural
L35 N35 N36 93.9700 92.9800 94.9666 93.7174 Natural
L36 N36 N37 92.9800 92.3100 93.7174 93.3968 Natural
W2637 N26 N37 93.7200 93.6200 93.9434 93.7181 Natural
L37 N37 N38 92.3100 92.0000 93.3968 93.3808 Natural
L38 N38 N39 92.0000 91.9800 93.3808 93.3189 Natural
L39 N41 N39 92.1800 91.9800 93.1995 93.3189 Natural
L41 N41 N42 91.8800 91.4800 93.1995 92.7953 Natural
4243 N42 N43 91.4800 90.6500 92.7953 91.8247 Natural
4344 N43 N44 90.6500 90.0000 91.8247 91.2756 Natural
6869 N68 N69 87.8400 87.6800 89.7729 89.6128 Natural
4445 N44 N45 90.0000 89.7000 91.2756 91.2354 Natural
4546 N45 N46 89.7000 89.3400 91.2354 91.1936 Natural
4647 N46 N47 89.3400 89.3200 91.1936 91.1682 Natural
4754 N47 N54 89.3200 89.1800 91.1682 91.1586 Natural
4849 N48 N49 90.5800 90.4100 91.1650 91.1608 Natural
4950 N49 N50 90.4100 90.3300 91.1608 91.1602 Natural
5051 N50 N51 90.3300 90.0700 91.1602 91.1590 Natural
5152 N51 N52 90.0700 89.9300 91.1590 91.1588 Natural
5253 N52 N53 89.9300 89.5300 91.1588 91.1588 Natural
5354 N53 N54 89.5300 89.2600 91.1588 91.1586 Natural
5462 N54 N62 89.2600 88.9200 91.1586 91.1572 Natural
5657 N56 N57 99.5300 99.2300 99.5511 99.2597 Natural
5758 N57 N58 99.2300 92.4400 99.2597 92.6399 Natural
5859 N58 N59 92.4400 91.6000 92.6399 91.8234 Natural
5960 N59 N60 91.6000 91.1600 91.8234 91.3043 Natural
6061 N60 N61 91.1600 90.5000 91.3043 91.1586 Natural
6162 N61 N62 90.5000 88.9200 91.1586 91.1572 Natural
6465 N64 N65 88.6300 88.0800 89.9355 89.8799 Natural
6566 N65 N66 88.0800 87.7800 89.8799 89.8432 Natural
6667 N66 N67 87.7800 87.6100 89.8432 89.8150 Natural
L595 N62 D1 88.9200 88.7500 91.1572 91.1567 Natural
5556ova N55 N56 99.8500 99.4000 100.0398 99.5893 Natural
5556unda N55 N56 98.9200 98.4700 100.0398 99.5511 Circular
5663ova N56 N63 99.4000 98.0000 99.5511 98.1504 Natural
5663und N56 N63 98.4000 97.0000 99.5511 97.3428 Circular
6364ova N63 N64 97.0000 89.9000 97.0704 89.9657 Natural
6364und N63 N64 95.7500 88.6300 97.0704 89.9355 Circular
6264ova D1 N64 90.8800 90.8600 91.1567 91.0920 Natural
6264und D1 N64 88.7500 88.6300 91.1567 89.9355 Circular
6768ova N67 N68 89.4000 89.3800 89.8150 89.7729 Natural
6768und N67 N68 87.9600 87.8400 89.8150 89.7729 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 -2.5839 -0.0514 0.0064 0.0437 0.0191 -2.5593 5024.9978 0
N2 -3.6815 -0.0732 0.0091 0.0599 0.0320 -3.6536 5030.3621 0
N3 -3.0484 -0.0605 0.0075 0.0940 0.0418 -2.9962 5036.8221 0
N4 -14.9026 -0.1572 0.0369 0.6851 0.5043 -14.7218 9482.0136 0
N5 -12.0378 -0.1266 0.0298 3.6797 3.3110 -11.6691 9505.9402 0
N6 -3.8079 -0.0400 0.0094 12.4413 11.7576 -3.1242 9517.3213 0
N7 -3.2626 -0.0341 0.0081 45.3384 43.8313 -1.7555 9517.7590 0
N8 -4.7719 -0.0442 0.0118 109.5384 106.8681 -2.1016 10698.6407 0
N9 -8.4357 -0.0783 0.0209 74.8541 73.1453 -6.7269 10694.1578 0
N10 -5.0877 -0.0475 0.0126 12.0013 9.7524 -2.8388 10697.5287 0
N11 -6.7709 -0.0631 0.0168 52.0821 38.5099 6.8013 10690.2793 0
N12 -1.8555 -0.0172 0.0046 123.1748 97.8684 23.4508 10655.6781 0
N13 -5.7519 -0.0388 0.0142 187.6267 158.1721 23.7028 14645.0846 0
N14 -9.0511 -0.0615 0.0224 107.6257 91.9529 6.6218 14607.4303 0
N15 -13.2781 -0.0909 0.0329 2.0689 0.3448 -11.5540 14607.1297 0
N24 -10.1144 -0.0692 0.0250 2.3574 0.3711 -8.1280 14624.6877 0
N25 -29.5827 -0.1547 0.0733 0.8758 0.1385 -28.8454 19128.0516 0
N26 -25.5790 -0.1334 0.0633 0.9929 0.1969 -24.7830 19178.6957 0
N27 -15.4947 -0.0812 0.0384 1.4411 1.0823 -15.1358 19070.3573 0
N28 -10.6661 -0.1824 0.0264 0.9694 1.6180 -11.3147 5845.6249 0
N29 -96.7002 -0.8915 0.2395 3.8856 4.2408 -97.0554 10842.6962 0
N30 -86.6965 -0.4670 0.2147 17.2682 5.8328 -75.2611 18551.2508 0
N31 -146.9679 -0.5625 0.3639 20.5440 3.5660 -129.9899 26116.9720 0
N32 -68.3215 -0.2415 0.1692 6.8394 0.3904 -61.8725 28287.5989 0
N33 -3.2854 -0.2022 0.0081 0.0164 0.0166 -3.2856 1625.1753 0
N34 -41.0232 -0.1367 0.1016 3.2523 0.1996 -37.9705 30013.2102 0
N35 -34.3007 -0.1140 0.0849 3.3240 0.2111 -31.1879 30077.7981 0
N36 -18.2626 -0.0579 0.0452 0.9477 0.1051 -17.4200 31566.9335 0
N37 -51.5387 -0.1622 0.1276 2.4394 1.7151 -50.8144 31779.0852 0
N38 -61.1926 -0.1200 0.1515 5.0050 4.6640 -60.8516 50971.6873 0
N39 -27.5629 -0.0540 0.0683 3.5207 3.7171 -27.7593 51053.2974 0
N41 -130.3416 -0.2545 0.3228 5.6688 1.9932 -126.6660 51203.0041 0
N42 -204.2748 -0.3770 0.5059 7.1251 0.0000 -197.1497 54173.8300 0
N43 -186.2244 -0.3414 0.4612 5.3896 0.0000 -180.8348 54548.9834 0
N44 -66.8585 -0.1193 0.1656 5.4257 0.0000 -61.4328 56033.2629 0
N45 -86.8164 -0.1519 0.2150 4.0175 0.0000 -82.7989 57157.3173 0
N69 -7.6941 -0.0091 0.0191 2.5917 0.0000 -5.1023 84676.0470 0
N46 -28.5166 -0.0498 0.0706 2.9636 0.0000 -25.5531 57262.5759 0
N47 -37.1438 -0.0638 0.0920 3.7144 0.0000 -33.4293 58198.4278 0
N48 -4.4245 -0.0661 0.0110 0.0719 0.0000 -4.3525 6693.9937 0
N49 -0.6041 -0.0090 0.0015 0.1552 0.0000 -0.4489 6697.8970 0
N50 -8.7921 -0.0977 0.0218 0.1948 0.0000 -8.5973 9000.9705 0
N51 1.0737 0.0119 0.0027 0.2001 0.0000 1.2737 9007.2690 0
N52 -10.0691 -0.1037 0.0249 0.1928 0.0000 -9.8763 9707.1827 0
N53 -35.1058 -0.3601 0.0869 1.7493 0.0000 -33.3566 9748.9267 0
N54 -70.2922 -0.1033 0.1741 4.6319 0.0000 -65.6603 68069.9961 0
N55 -0.1796 -0.0076 0.0004 0.0114 0.0000 -0.1681 2365.3513 0
N56 -9.4668 -0.2954 0.0234 0.0431 0.0000 -9.4237 3204.7348 0
N57 -0.3152 -0.1008 0.0008 0.0742 0.0000 -0.2410 312.8036 0
N58 -57.5822 -2.8078 0.1426 0.0995 0.0000 -57.4826 2050.7152 0
N59 -4.1681 -0.1599 0.0103 0.0453 0.0000 -4.1227 2606.7553 0
N60 -6.8632 -0.2622 0.0170 0.0920 0.0000 -6.7713 2617.5322 0
N61 -41.7978 -1.2090 0.1035 0.1037 0.0000 -41.6940 3457.2831 0
N62 -9.9574 -0.0139 0.0247 2.4275 0.0000 -7.5300 71606.4255 0
N63 -1.3469 -0.0294 0.0033 0.9237 0.0000 -0.4233 4580.7576 0
N64 -54.9251 -0.0694 0.1360 2.3426 0.0000 -52.5825 79169.3857 0
N65 -43.2931 -0.0546 0.1072 3.1424 0.0000 -40.1507 79261.5522 0
N66 -186.6176 -0.2216 0.4621 19.6395 0.0000 -166.9781 84191.7646 0
N67 -142.2920 -0.1684 0.3524 17.9897 0.0000 -124.3023 84479.0506 0
N68 -42.2125 -0.0499 0.1045 2.8360 0.0000 -39.3765 84635.9746 0
D1 -54.9037 -0.0767 0.1360 1.4076 0.0000 -53.4961 71589.5526 0
The total continuity error was -2357.6 cubic meters
The remaining total volume was 900.26 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 2510.9495 0.0000 0.0000 0.0000 -0.0001 0.0000 0.0000
N4 0.0000 0.0000 2213.5301 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N8 0.0000 0.0000 593.5188 0.0000 0.0000 0.0000 -0.0049 0.0000 0.0000
N13 0.0000 0.0000 2019.8785 0.0000 0.0000 0.0000 -0.0010 0.0000 0.0000
N25 0.0000 0.0000 2233.5856 0.0000 0.0000 0.0000 -0.0001 0.0000 0.0000
N28 0.0000 0.0000 2916.6255 0.0000 0.0000 0.0000 -0.0001 0.0000 0.0000
N29 0.0000 0.0000 2443.6276 0.0000 0.0000 0.0000 -0.0006 0.0000 0.0000
N30 0.0000 0.0000 3767.6515 0.0000 0.0000 0.0000 0.0007 0.0000 0.0000
N31 0.0000 0.0000 3679.1982 0.0000 0.0000 0.0000 0.0003 0.0000 0.0000
N32 0.0000 0.0000 989.2103 0.0000 0.0000 0.0000 0.0002 0.0000 0.0000
N33 0.0000 0.0000 810.9656 0.0000 0.0000 0.0000 -0.0001 0.0000 0.0000
N36 0.0000 0.0000 721.9406 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N42 0.0000 0.0000 1324.4356 0.0000 0.0000 0.0000 0.0002 0.0000 0.0000
N44 0.0000 0.0000 622.6436 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N45 0.0000 0.0000 491.4329 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 42340.3799 0.0000 0.0000
N47 0.0000 0.0000 439.7137 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N48 0.0000 0.0000 3344.2877 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N50 0.0000 0.0000 1147.1876 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N52 0.0000 0.0000 346.0850 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N55 0.0000 0.0000 1182.4201 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N56 0.0000 0.0000 414.9855 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N58 0.0000 0.0000 839.9359 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N59 0.0000 0.0000 247.2220 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N61 0.0000 0.0000 395.6257 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N63 0.0000 0.0000 840.3778 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N64 0.0000 0.0000 1472.3343 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N66 0.0000 0.0000 2361.5862 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 0.8599 0.0000
N2 0.0000 0.0000 0.0000 0.6850 0.0000
N3 0.0000 0.0000 0.0000 0.7829 0.0000
N4 0.0000 0.0000 0.0000 1.0401 0.0000
N5 0.0000 0.0000 0.0000 0.9953 0.0000
N6 0.0000 0.0000 0.0000 0.7369 0.0000
N7 0.0000 0.0000 0.0000 1.2858 0.0000
N8 0.0000 0.0000 0.0000 1.8163 0.0000
N9 0.0000 0.0000 0.0000 2.2472 0.0000
N10 0.0000 0.0000 0.0000 1.9125 0.0000
N11 0.0000 0.0000 0.0000 0.9504 0.0000
N12 0.0000 0.0000 0.0000 1.5538 0.0000
N13 0.0000 0.0000 0.0000 2.1549 0.0000
N14 0.0000 0.0000 0.0000 2.7055 0.0000
N15 0.0000 0.0000 0.0000 0.5328 0.0000
N24 0.0000 0.0000 0.0000 0.7285 0.0000
N25 0.0000 0.0000 0.0000 0.6894 0.0000
N26 0.0000 0.0000 0.0000 1.0934 0.0000
N27 0.0000 0.0000 0.0000 0.6496 0.0000
N28 0.0000 0.0000 0.0000 0.3861 0.0000
N29 0.0000 0.0000 0.0000 0.4838 0.0000
N30 0.0000 0.0000 0.0000 0.5075 0.0000
N31 0.0000 0.0000 0.0000 0.8579 0.0000
N32 0.0000 0.0000 0.0000 1.2124 0.0000
N33 0.0000 0.0000 0.0000 0.3957 0.0000
N34 0.0000 0.0000 0.0000 0.9960 0.0000
N35 0.0000 0.0000 0.0000 0.9966 0.0000
N36 0.0000 0.0000 0.0000 0.7374 0.0000
N37 0.0000 0.0000 0.0000 1.0868 0.0000
N38 0.0000 0.0000 0.0000 1.3808 0.0000
N39 0.0000 0.0000 0.0000 1.3389 0.0000
N41 0.0000 0.0000 0.0000 1.3195 0.0000
N42 0.0000 0.0000 0.0000 1.3153 0.0000
N43 0.0000 0.0000 0.0000 1.1747 0.0000
N44 0.0000 0.0000 0.0000 1.2756 0.0000
N45 0.0000 0.0000 0.0000 1.5354 0.0000
N69 0.0000 0.0000 0.0000 1.9328 0.0000
N46 0.0000 0.0000 0.0000 1.8536 0.0000
N47 0.0000 0.0000 0.0000 1.8482 0.0000
N48 0.0000 0.0000 0.0000 0.5850 0.0000
N49 0.0000 0.0000 0.0000 0.7508 0.0000
N50 0.0000 0.0000 0.0000 0.8302 0.0000
N51 0.0000 0.0000 0.0000 1.0890 0.0000
N52 0.0000 0.0000 0.0000 1.2288 0.0000
N53 0.0000 0.0000 0.0000 1.6288 0.0000
N54 0.0000 0.0000 0.0000 1.9786 0.0000
N55 0.0000 0.0000 0.0000 1.1198 0.0000
N56 0.0000 0.0000 0.0000 1.1511 0.0000
N57 0.0000 0.0000 0.0000 0.0297 0.0000
N58 0.0000 0.0000 0.0000 0.1999 0.0000
N59 0.0000 0.0000 0.0000 0.2234 0.0000
N60 0.0000 0.0000 0.0000 0.1443 0.0000
N61 0.0000 0.0000 0.0000 0.6586 0.0000
N62 0.0000 0.0000 0.0000 2.2372 0.0000
N63 0.0000 0.0000 0.0000 1.3204 0.0000
N64 0.0000 0.0000 0.0000 1.3055 0.0000
N65 0.0000 0.0000 0.0000 1.7999 0.0000
N66 0.0000 0.0000 0.0000 2.0632 0.0000
N67 0.0000 0.0000 0.0000 2.2050 0.0000
N68 0.0000 0.0000 0.0000 1.9329 0.0000
D1 0.0000 0.0000 0.0000 2.4068 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 0.048 percent
The Junction with the largest average change was.D1 with 0.033 percent
The Conduit with the largest sinuosity was.......6364und with 3.633
*===================================================================*
| 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 2511.6023 0.1163
N4 2214.1706 0.1025
N8 593.7246 0.0275
N13 2020.5176 0.0935
N25 2234.2594 0.1034
N28 2917.1727 0.1351
N29 2444.2953 0.1132
N30 3767.9434 0.1744
N31 3680.3559 0.1704
N32 989.5641 0.0458
N33 811.2428 0.0376
N36 722.1935 0.0334
N42 1324.8404 0.0613
N44 622.8375 0.0288
N45 491.5682 0.0228
N47 439.8179 0.0204
N48 3345.0562 0.1549
N50 1147.5363 0.0531
N52 346.2057 0.0160
N55 1182.7263 0.0548
N56 415.1051 0.0192
N58 840.1879 See the original
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