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GEOSYNTE-C <br />CONSULTANTS <br />Papa_of <br />Written <br />(cc V, <br />Dater/ / 23 Reviewed by: <br />Date: / <br />/ <br />YY MM DD <br />YY <br />MM DD <br />Client: <br />Q <br />Project: <br />r <br />i✓' WA t't� i Project/Proposal No.: M, 02(24 Task No.: <br />Porgy -s <br />180 <br />10,000 <br />(I ) <br />168 <br />.8,000 LOSS COEFFICIENT Ke <br />FOR VARIOUS ENTRANCE <br />i2) <br />156 <br />6,000 <br />5'00p TYPES <br />6 <br />(3) <br />144 <br />H <br />4,000 SN <br />SCALE <br />ENTRANCE <br />COEFFICIENT <br />5, 6. <br />132 <br />D <br />3,000 <br />TYPE <br />6. <br />(1) <br />Meodwall, sq. edge: or End <br />0.5 <br />4.- <br />- <br />120 <br />2,000 <br />Section conforming to fell <br />slope <br />5.� <br />O <br />4. <br />108 <br />o- <br />(2) <br />Mitered to conform to slope <br />0.7 <br />® <br />) <br />Projecting from fill0.4 <br />3. 4. <br />s <br />- <br />96 <br />1,000 <br />3. <br />1 <br />Z5 <br />soo <br />To use scale (2) or (3) project <br />3• <br />- <br />84 <br />600 horizontally to scale (1), then <br />use straight inclined line through <br />2 <br />500 D and O scales, or reverse as <br />400 illustrated. <br />2. <br />-. <br />72 <br />300 NVQ' p.71 <br />O <br />- <br />c200 <br />CD <br />LAI d ? 2-D <br />gp <br />1.5 1.5 <br />54 <br />-- <br />m <br />too <br />E <br />1 <br />V <br />8-- a <br />e0 <br />-60 -- ' <br />1.0 t.0 <br />- <br />m <br />42 <br />rr' <br />a <br />50 <br />40 <br />d <br />_ -- <br />1.0 <br />_ <br />-- <br />E <br />E <br />EXAMPLE <br />30 Diem. (D) = 48in. = 4 ft <br />.9 <br />- - <br />® <br />36 <br />0= 70 tt3/sec <br />3 <br />0.933 <br />-_ 4 <br />- <br />20 - <br />-0 <br />30 <br />Scale MW MW <br />= <br />(1) 1..0 4.0 ft <br />0.8 <br />bn <br />27 <br />10 (2) 1.0 4.0 <br />(3) 1.1 4.4 <br />0.7 0.7 <br />-- <br />0.-72- <br />--- <br />w <br />•. <br />24 <br />6 <br />0.7 <br />-i <br />-- <br />0 <br />21 <br />5 <br />4'3SGF5 <br />0.6 0.6 <br />® <br />V <br />3 <br />0.6 <br />18 <br />� <br />2 <br />f <br />i5 <br />- <br />0.5 <br />10.5 <br />, <br />_ <br />1.0 <br />-f <br />-- <br />HEADWATER <br />DEPTH FOR <br />i <br />- <br />- <br />12 <br />CORRUGATED STEEL PIPE CULVERTS <br />WITH INLR CO OL <br />