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North Eagleview Regional Drainage C}iannel <br />Final Design - Modify Emleview Pond spillway Fiume over Yf3 Oiiah 88<fs, 100 yr storm XP-$WMM RUN oev3-100 xa <br />I Table Ell. Area assumptions usetl in the analysis) <br />I Subccitical antl Critical flow assumptions from I <br />I Subroutine Head. See Figure 17-1 in the I <br />I manual for further information. I <br />Duration Duration Durat. of Durat. of <br />of of Sub- Upstream Downstream Maximum Maximum Maximum <br />Conduit Dry Critical Critical Critical Hytlraulic %-Sect Vel*D <br />Name Flow (min) Flow{mint Flow(min) Flow (min) Radius-m Area (ft^2) (ft^2/s) <br />Outfall 29.2500 695.]500 0.0000 0.0000 1.2055 28.738] 5.2560 <br />Larson Up 0.0208 0.0000 0.0000 719.9792 2.5692 130.812] 20.2119 <br />B CBC 9.0833 6]5.6667 0.0000 35.2500 1.8734 35.0051 31.74]2 <br />Pond Inlet 23.7500 696.1667 0.0000 0.0033 3.2029 449.9986 5.3336 <br />Dunn 1 51.0000 0.0000 0.0000 669.0000 2.4562 130.1336 20.6926 <br />$3-3 30.0000 690.0000 0.0000 0.0000 2.6057 150.1121 5.5348 <br />/3-2 30.0000 690.0000 0.0000 0.0000 2.6191 152.3'442 5.5019 <br />1B"Fill 0.0000 680.166] 39.8333 0.0000 0.9197 1.8319 0.0000 <br />Chan F-Pit 10.2500 493.291] 0.0000 216.4583 2.1923 12].5873 16.720] <br />Larson Dn 0.091] 73.5833 0.0000 646.3]50 2.4995 117.7409 21,3852 <br />CBC Apron 4.416] 607.3333 0.0000 28.2500 9.9349 209.0033 20,6202 <br />CDC Rock 9.416] 715.5833 0.0000 0.0000 4.8388 300.0031 16.0684 <br />#3FC5 30.916] 6B 9. 0033 0.0000 0.0000 1.2177 10.4]00 29.0399 <br />F CBC 10.2500 709.]500 0.0000 0.0000 1.9293 38.2081 26.2030 <br />#3-6 33.2500 686.7500 0.0000 0.0000 2.318] 104.9328 3.8831 <br />Bvnn 2 51.0833 0.0000 0.0000 668.9161 2.455] 130.1000 20.3842 <br />Bunn 3 52.166] 667.8333 0.0000 0.0000 2.]111 150.8233 19.4091 <br />Bunn 9 59.9583 665.0417 0.0000 0.0000 2.9201 1]1.9957 18.7195 <br />PSpilll-a 51.2500 668.]500 0.0000 0.0000 2.0248 98.3387 15.9800 <br />PndSp 7112 51.9583 660.5917 0.0000 0.0000 2.3560 53.7069 95.8303 <br />$3-9 30.0833 689.9167 0.0000 0.0000 2.6095 150.7393 3.3206 <br />#3 Spill 99.9583 670.0417 0.0000 0.0000 1.5897 35.0]95 5.2390 <br />PSpilll-b 51.2500 668.]500 0.0000 0.0000 2.2988 07.3644 21.3520 <br />PSpilll-c 51.2917 668.]083 0.0000 0.0000 2.2601 65.4495 29.9112 <br />i3-] 34.0833 605.9167 0.0000 0.0000 2.4320 65.1020 6.1311 <br />$3-8 35.416] 689.5833 0.0000 0.0000 2.2811 51.7665 6.6373 <br />*I Table E12. Heap Conduit Flow Informat ion=* <br />Conduit <br />Name <br />Outfall <br />Larson Up <br />8 CBC <br />Pond Inlet <br />Bunn 1 <br />13-3 <br />#3-2 <br />le^eill <br />Chan F-Pit <br />Larson Dn <br />CBC Apron <br />CBC Rock <br />i3FCS <br />F CBC <br />i3-6 <br />Bunn 2 <br />Bunn 3 <br />Bunn 9 <br />PSpilll-a <br />Pntl8pi112 <br />#3-9 <br />i3 Spill <br />e0pi111-b <br />PSpilll-c <br />i3-7 <br />i3-8 <br />PondWeir <br />$3 Weir <br />FREE # 1 <br />FREE # 2 <br />Mean Total Meap <br />Blow Flow Percent <br />icf s) ift"3) Change <br />64 9515 2805905 8 0 0605 <br />123.7246 5394909 J 0.8057 <br />123.4652 5333696.4 0.2712 <br />121.1280 5232729.3 0.6229 <br />190.]103 6070686.7 0.]925 <br />99.1368 4066]00.8 0.2443 <br />94.7]58 4094315.0 0.2998 <br />o. oooo 0.0000 o. oooo <br />196.0862 6395404.8 D.B699 <br />123.3030 5326723.1 0.8801 <br />123.3695 5329569.3 1.2359 <br />123.1053 5310150.0 1.7020 <br />05.1203 3677197.1 0.1130 <br />146.9605 6398699.1 0.3736 <br />B4. 9330 3669109.0 0.1153 <br />140.5504 6071770.5 0.7800 <br />140.5194 fi070221.6 0.9953 <br />140.1762 6055613.0 0.6564 <br />132.2336 5712990.9 0.6695 <br />132.1889 5110560.1 0.5638 <br />85.2123 3681172.9 0.4872 <br />0.7520 378087.92 0.0779 <br />132.2198 5711897.3 0.6964 <br />132.2114 5711532.5 0.6730 <br />84.2069 3637715.1 0.0923 <br />81.7886 3533266.1 0.0579 <br />132.3746 5718582.9 <br />8.]579 378339,97 <br />64.9517 2805915.0 <br />81.7885 3533264.5 <br />Low <br />Flow <br />Weightng <br />0.9029 <br />0.9999 <br />0.9934 <br />0.9832 <br />0.9608 <br />0.9789 <br />0.9789 <br />1.0000 <br />0.9926 <br />0.9990 <br />0.9967 <br />-Inf init <br />0.9784 <br />0.9927 <br />0.9768 <br />0.9607 <br />0.9592 <br />0.9553 <br />0.9609 <br />0.9601 <br />0.9789 <br />0.9623 <br />0.9609 <br />0.9604 <br />0.9762 <br />0.9753 <br />Mean Mean <br />Frou de Hytlraulic <br />Number Ratlius <br />0 979] 1 0602 <br />0.5532 1.1272 <br />0.2475 1.3519 <br />0.0119 3.0248 <br />0.5259 1.1082 <br />0.0796 2.3959 <br />O. OBOS 2.3510 <br />0.0000 0.3692 <br />0.5685 0.9295 <br />0.6021 1.0602 <br />0.0903 3.1730 <br />0.0950 3.9920 <br />0.5216 1.0896 <br />0.6009 0.8912 <br />0.1092 2.1117 <br />0.5298 1.1006 <br />0.4030 1.1853 <br />0.9532 1.1790 <br />1.0830 0.6128 <br />1.0243 1.0644 <br />0.0720 2.3498 <br />0.1678 0.7170 <br />1.024] 0.7408 <br />1.1189 0.8033 <br />0.160] 2.1753 <br />0.1898 2.0063 <br />Mean Mean <br />Ca oss Conduit <br />Area Roughness <br />22.8588 0 0500 <br />38.5033 0.0350 <br />18.7935 0.013C <br />913.1857 0.0300 <br />49.1688 0.0350 <br />119.6169 0.0301 <br />115.2124 0.0302 <br />1.7601 0.0130 <br />93.3896 0.0350 <br />39.6987 0.0350 <br />139.2110 0.0190 <br />239.1250 0.0900 <br />1].6599 0.0130 <br />12.6963 0.0130 <br />89.8343 0.0300 <br />43.7779 0.0350 <br />47.6017 0.0350 <br />47.6102 0.0350 <br />28.3533 0.0320 <br />20.9288 0.0320 <br />115.3256 0.0302 <br />19.2999 0.0320 <br />26.1909 0.0320 <br />20.9839 0.0320 <br />56.3098 0.0300 <br />49.1329 0.0300 <br />Model "gev3-IOO.xp" page 31 of 38 <br />