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<br />( <br /> <br />""~~:;~~~io1~!~r <br /> <br /> TABLE 4 <br /> HYDRAULIC ELEHENTS OF INTERIOR DRAINACE AND LEVEE STRUCTURES <br /> Cansalida ted South....est South Southeast County County Interstate AT&SF No' <br /> Ditch Outlet Outlet Outlet Road Road IIwy. 1/50 Rwy, Out <br /> Intake Str. Str. Str. CrosBin~ It Crossing 82 CrossinR CrosaiuJ!; St <br /> Levee station 1+25 107+50 290+00 473+00 84+15 98+60 358+00 394+75 35~ <br /> Riverside South South South South South South South South NOl <br /> Design discharge- 250 min 100 80 347 45 60 175 256 76 <br /> c.f.s. <br /> Structure type C.B.C. C.B,e. C,B.C. e.B.e. e.H.p. e.H.p. C.M.P,A. e.H,p.A. C.I <br /> Structure size 3-4'x6' 1-4'x3' 1-4'x3' 3-S'x3' 2-36" 2-36" 1-98"x69" 1-12'-lO"x8'-4" l-~ <br /> Entr. Inv. El.- Exis ting grade 3932,90 3898.55 3869.60 3939.96 3935.59 3885.99 3878.68 38! <br />.... m.s.!. <br />~ <br /> Exit lov. El.- Exis ting grade 3931.69 3897.13 3868.25 3939.85 3935.05 3884,53 3877.67 38! <br /> m.s.l. <br /> Slope of structure- Existing grade 0.01 0.01 0.01 0.003 0.015 0.00833 0.01 <br /> ft. 1ft. <br /> Culvert length-ft. 47'-6"t 54'-1/211 82'-0" 57'-2" 36'-0" 36'-0" '175'-2" 101'...4" 98' <br /> Headwater El.- <br /> m.S ,l. 3937.8 3902.3 3875.0 3942.6 3938.6 3890.2 3882.8 38! <br /> Tailwater E1.- <br /> m.s.l. 3932.5 3900.9 3873.2 3941.1 3937.2 3886.9 3881.3 38! <br /> Velocity-f .p.s. 5.8-8.7 6.7 7.7 3.2-4.5 2.8-4.0 6.2-1.7 6.4-6.9 <br /> <br />