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North EagleNew Regional Drainage Channel <br />Frml Design -Modify Eaakview Pond soillwav flum !93 O"tch 88cf 100yr st m XP-SWhVA RUN o v3-100 xo <br />Natural Cross-Section information for Channel 93-7 <br />Cross-Section ID (from %1 card) <br />Left Overba nk Length 798.0 ft <br />Main Channel Length 798.0 ft <br />Right Overbook Length ]98.0 ft <br />Manning N 0.050 to Station <br />" 0.030 in main Channel <br />" 0.050 Beyond station <br />5.0 Channel sequence number 5 <br /> Maximum Elevation 7.93 ft. <br /> Maximum deptR 7.43 ft. <br /> Maximum Section Area 190.81 ft"2 <br /> Maximum hydraulic ratlius 3.82 ft. <br />0.7 Max topwidth 94.95 ft. <br /> Maximum Wetted Perimeter : 5.00E+01 ft <br />91.3 Max left bank area 0.00 ft^2 <br /> Max right bank area 0. 9] ft"2 <br /> Max center channel area 181 .09 ft^2 <br />Natural Cmss-Section information for Channel $3-B <br />Cross-Section ID (from %1 cartl) . <br />Left Overbook Length 3295.0 ft <br />Main Channel Length 3295.0 ft <br />Right Overbook Length 3295.0 £t <br />Manning N 0.050 to Station <br />^ 0.030 in main Channel <br />^ 0.050 Beyond station <br />Table E1 - Conduit Data <br />6.0 Channel sequence number 6 <br /> Maximum Elevation 5. 15 ft. <br /> Maximum tlepth 5. 15 ft. <br /> Maximum Section Area 110. 15 ft^2 <br /> Maximum hydraulic ratlius 2. 95 ft. <br />11.3 Max topwidth 31. 69 f[. <br /> Maximum Wetted Perimeter 3.73E+ 01 ft <br />34.6 Max left bank area 0. 00 ft"2 <br /> Max right bank area 16. 77 ft^2 <br /> Max center channel area 93. 30 ft^2 <br /> Trapezoid <br />Inp Conduit Length Conduit Aiea Ma rn ing Max Width Depth Side <br />Num Name (ft) <br />___ Class <br />_ (ft"2) <br />______ Co ef. <br />_______ (ft) <br />_________ (f t) <br />_____ Slopes <br />_______ <br />____ <br />1 ________________ <br />Outfall ______ <br />200. _ <br />0000 Trapezoid 125. 0000 0.0500 10 .0000 5.0000 3.0000 3.0000 <br />2 Larson Up 2264. 0000 Trapezoid 252. 0000 0.0350 18 .0000 6.0000 4.0000 4.0000 <br />3 B CBC 62. 0000 Rectangle 32. 0000 0.0130 0 .0000 9.0000 <br />4 Pond Inlet 200. 0000 Trapezoid 456. 0000 0.0300 90 .0000 5.0000 10.0000 10.0000 <br />5 Bunn 1 376. 1500 Trapezoitl 160. 0000 0.0350 29 .0000 4.0000 4.0000 4.0000 <br />6 93-3 70. 0000 Natural 293. 6283 0.0300 68 .9294 5.6500 <br />7 93-2 91]. 0000 Natural 243. 6203 0.0300 68 .9299 5.6500 <br />B 18"Fill 80. 0000 Circular 1. 7671 0.0130 1. 5000 1.5000 <br />9 Chan F-Pit 59. 5000 Trapezoitl 275. 0000 0.0350 35 .0006 S.C000 4.0000 4.0000 <br />10 Larson Dn 336. 0000 Trapezoitl 252. 0000 0.0350 10 .0000 6.0000 4.0000 4.0000 <br />11 CBC Apron 15. 0000 Trapezoitl 204. 0036 0.0190 34. 0000 6.0000 0.0001 0.0001 <br />12 CBC flock 20. 0000 Tia pezoid 300. 0036 0.0400 50. 0000 6.0000 0.0001 0.0001 <br />13 93EC$ 66. 0000 Rectangle 10. 0000 0.0130 6. 0000 3.0000 <br />19 F CBC 90. 0000 Rectangle 40. 0000 0.0130 10. 0000 4.0000 <br />15 t3-6 170. 0000 Natural 243. 6203 0.0300 68. 9299 5.6500 <br />16 Bunn 2 350. 0000 Trapezoid 160. 0000 0.0350 24. 0000 9.0000 4.0000 4.0000 <br />17 Hunn 3 650. 0000 Trapezoitl 1H 9. 0000 0.0350 29. 0000 9.5000 9.0000 4.0000 <br />1B Hunn 9 560. 9300 Trapezoid 109. 0000 0.0350 24. 0000 4.5000 4.0000 9.0000 <br />19 PSpilll-a 28. 0000 Trapezoid 1]3. 5012 0.0]20 44. 0400 3.9000 0.1200 0.1200 <br />20 PntlSp i112 19]. 9300 Trapezoid 65. 9200 0.0320 16. 0000 4.0000 0.1200 0.1200 <br />21 93-9 21. 0000 Natural 243. 6283 0.0300 68. 9294 5.6500 <br />22 93 Spill 215. 0000 Trapezoid 65. 9200 0.0320 I6. 0000 4.0000 0.1200 0.1200 <br />23 PSpilll-b 25. 0000 Trapezoitl 129. 1602 0.0320 32. 6500 3.9000 0.1200 0.1200 <br />24 PSpilll-c 2]. 0000 Trapezoid 93. 0852 0.0320 23. 4000 3.9000 0.1200 0.1200 <br />25 93-7 790. 0000 Natural 190. 0122 0.0300 44. 9493 ].9300 <br />26 93-R 3295. 0000 Natural 110. 1474 0.0300 31. 0906 5.1500 <br />Total length of all co nduits .... 10601. 0100 feet <br />Table E2 - Conduit Factor Data <br />Time Low Flow Depth at <br />Conduit Number Ent ra rce Exit Exp/COntC Weighting Rougnness Which Flow <br />Name of Barrels Loss Coef Loss Coef Co of ficnt Pazameter Factor n Chan gas Routing <br />______ __-____ ____ _________ _________ ________ <br />B CRC 3.0000 0.3000 0.3060 0.3000 0.0500 1.0000 0.0000 Standard - Dynamic Wave <br />Pond Inlet 2.0000 0.5000 0.2000 0.0000 0.8500 1.0000 0.0000 Standard - Dynamic wave <br />Chan F-Pit 1.0000 0.3000 0.3000 0.0000 0.0500 1.0000 0.0000 Standard - Dynamic Wave <br />93FCS 1.0000 0.5000 0.3060 0.5000 0.0500 1.OOOC 0.0000 Stan dartl - Dynamic Wave <br />F CRC 3.0000 0.5000 0.3000 0.3000 0.0500 1.0000 0.0000 Standartl - Dynamic Wave <br />PSpilll-a 1.0000 0.3000 0.0000 0.0000 0.8500 1.0000 0.0000 Standard - Dynamic Wave <br />PSpilll-b 1.0000 0.3000 0.0000 0.0000 0.8500 1.0000 0.0000 Standard - Dynamic wave <br />PSpilll-c 1.0000 0.3000 0.0000 0.0000 0.8500 1.0000 0.0000 Standard - Dynamic wave <br />Model "gev3-100.xp" Pnge 9 of 38 <br />