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<br />1 <br /> <br />I <br /> <br />1 <br /> <br />1 <br /> <br />1 <br /> <br />1 <br /> <br />1 <br /> <br />1 <br /> <br />1 <br /> <br />I <br /> <br />1 <br /> <br />1 <br /> <br />I <br /> <br />1 <br /> <br />I <br /> <br />I <br /> <br />1 <br /> <br />I <br /> <br />,I <br /> <br />Boulder Creek Valley View to Lower Arapahoe <br />Page 13 <br /> <br />David J. Love & Associates, Inc. <br />2995 Cantargreen Court South, Sulla C. <br />Bouldar, Colorado 80303 (303) 440.3439 <br /> <br />Section 16,00 <br />CWSEl _ 5240.52 <br />5260.0 <br /> <br />-StCNO Hi.OOO <br />fi840,rLOW IS BY WEIR AND LOW FLOW <br />3420 BRIDGE W.S.- 5239.79 BRIDGE VELOCITY-, <br />EGPRS f.G1JolC H3 ~IR QID( <br />5241.805240.79 .2. 350. 10843. <br />3495 OVERBANK AREA ASSUMED NON-EFFECTIVE, ELL&A- <br />47TH STREET (FOOTHILLS PARKWAY) <br />16.DO 1.42 524D.52 .00 <br />11150. O. 6'69. 4381. <br />.2' .00 4.76 2.513 <br />.002780 100. 100. 100. <br />FLOW DISTRIBUTION FOR SEeNo- 16.00 <br />8TA- 1750. 2125. 2220. 2315. <br />PER 0- fiO.1 11.8 11.1 <br />AREA- 1422.. )92.0 377.8 <br />VEL- 4.8 3.4 3.3 <br /> <br />E 5250.0 <br />I <br />. <br />v <br />. 5240.0 <br />\ <br />o <br />n 5230.0 <br /> <br />5220.0 <br />1500 <br /> <br />Horiz. 1. _ 300.00 faet <br />Vart 1. _ 20.00 faet <br /> <br />...u.....__..._.._._.. ..--....--..--. .-...-.-....--.. .-....... -- ..... __"'n' --'---'- <br /> .. - <br />.........-....-....-.. "--------........---...\ "-,..---,----_....,..-,. .......-...--.- .---........--. .....-...-..-.-..- <br /> <br />2000 <br /> <br />2500 <br /> <br />3000 <br /> <br />Station <br /> <br />1.01 CALCULATED CHANNEL AREA-, 13S4. <br />UJU:A TIl.APEZOID E.LLC tLTlW <br />2112. 2070. 5241.80 5239.50 <br />5250.S0 ELREA- 5240.50 <br /> <br />5240.79 .27 <br />1422. 1494. <br />.040 .060 <br />o 2 <br />CWSEL- 5240.52 <br />2400. 2460. 2510. <br />1.9 4.1 1.7 <br />316.7 172.6 ".3 <br />3.1 2.6 2.0 <br /> <br />,.. <br />294. <br />.000 <br />.00 <br /> <br />,00 <br />124. <br />5233.10 <br />'32.64 <br /> <br />5237.20 <br />52)6.)0 <br />1750.00 <br />2682.64 <br /> <br />.00 <br />O. <br />.000 <br />2 <br /> <br />2590. <br />1.3 <br />",1 <br />1.5 <br /> <br />2683. <br />.1 <br />1),' <br />,5 <br /> <br />2630. <br />,2 <br />27.1 <br />1,0 <br /> <br />- )lone - <br /> <br />CnmmF!nts. <br /> <br />DV <br />. . <br />f~ <br />he <br />I <br />o t <br />r y <br /> <br />Section 16.00 <br />CWSEL _ 5240.52 <br />10.0 <br /> <br />Horiz. 1. - 300,00 feet <br />Vart. 1. _ 5.00 feet or Ips <br /> <br />5.0 <br /> <br /> '" <br />.......-...-.---.--.. ----,-,----l ..--...--.-.-... ..-.- ....-- .--.. <br /> j <br /> / , <br /> -- <br /> / / ....... -- <br />"'---..-----.----f r\L-.......---,.. ~ <br />......-- ......-._. .. ,..-. -....- ....n .....---....---... ..-.....-.-..-..--.. <br /> ~ <br /> .. I"kJ <br />/'./ <br /> <br />0.0 <br />1500 <br /> <br />2500 <br /> <br />3000 <br /> <br />2000 <br /> <br />Slallon <br />