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~• ~ • IIIIIIIIIIIIIIIIIII <br />999 <br />Hallett Materials - WinF;ler Light Aggregate Quarry <br />OPEN CHANNEL FLOW - Willow Creek: Haul Road Crossing <br />Tuttle Applegate Rindahll.. Inc. <br />MANNING'S EQCIATION FLOW CALCULATIONS <br />ors/~- <br />88-~~ <br />012/16/89 <br />DF'G <br />------------- - 1?5 G!5 GS GS G!iC1c1 <br />TAkGET FLU4J 112 11.^_ 112 ].12 --t.~+:-i4L I~ ~i <br />F'IF'E D (IIV) ~O.U 24.0 X6.0 24.U =~b.i.r <br />SLOI'E.(FTiFT) V.U2yU i1,U5_:0 Cl,t]~90 O.Cr~3C1 U.O~4i1 <br />N i;. U24 U. U24 0. i124 0.024 O.!)24 <br />UE:F'1H iIN) 0.0 i4.0 3U.0 '~4.0 36.0 <br />NOTES 100% full 1 010% full lOU% full lO C1i: full _'~?-*f;-i-oarhf <br />DEPTH(?Fi.~::D) 2.50 .'.UO 2.50 ~.ii01 _,.UU <br />RAUIU5 (FT) 1.25 1.Ci0 1.c^5 1..00 1.5U <br />ANGLE (kAGi 0. 0C; 0;,00 0.00 O.UO O.OU <br />WT F'ER (FT) 7.85 6.28 7.85 6.'28 9.4~' <br />AREA (SF) 4.91 x.14 4.91 'a. 14 i.017 <br />HY kAD (FT) 0.6~ U. SG U. 6 O.SU U. 75 <br />VEL (FF'S) <br />------------- 7.71 <br />-------------- 8.98 <br />--------- 7.71 <br />---------------- 8.98 <br />-------- 7.92 <br />------------ <br />------------- <br />FL.OW (CFS) -------------- <br />X7.84 --------- <br />28.21 ---------------- <br />X7.84 -------- <br />28.21 ------------ <br />JJ.97 <br /> <br />UkIFICE CALC~` v,C1 24 inch pipe ~6 <br /> 4.25 5.85 (ft) headwater 4.61 <br />Coefficient <br />01.65 37. ~ ~, 28. C1~ 28. 6C 16. ~,9 55.98 <br />~~f~~~ <br />~fMl~~ ~~X41 <br /> 9 <br />3 - ~,D c~ <br />5 ~ <br />~ 5 <br />Z ' ~~~~ <br /> ' o <br />, <br /> MP <br />s <br /> <br />Nv AMPS <br /> ~ 3. o °/, GAD ~ 2 <br />5 ` <br /> <br />~ . <br />/a <br /> SLOPS <br /> SI,oP~ <br /> <br />~w` I ~ <br />q-. ~ + I .~ <br />~~ o~.~ .. . <br /> <br /> <br /> <br />~,~ = 2.2 <br /> <br />~I C~~Ei'L ~~ C~lC(1- <br />