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• Improved Inlets <br />Culvert capacity may be increased through the use of special inter designs. <br />The Federal Highway Administration has developed extensive data14 on <br />these. While these designs increase the Flow, their use has not been as <br />expected-The increased costs of the special treatments is apparently respon- <br />sible. t j <br />IE MRX w~R= x.~l <br />leo lo.ooo ~80EiE C.nnlEpT <br />148 • , B,ooo IOSS COEFFlCIEM K~ I f 3 <br />4 00o FOR YAR1CN/5 ENTRANCE l2j <br />-Ise TYPES 6. <br />s,oAy (33 <br />N~ 4,000 HW ENTRANCE 3, 6. <br />p XAIE iYDE COEffICIEM <br />- 1]R ].000 6. <br />(11 Nand.all, w. ed94a End OA <br />170 u 1,000 ~ mn{anin9ro Nl ~ S, <br />0' fj) Mimed lO (nn{Yll balJpt Ql 4 <br />108 ~ 131 frojeain9lrpn til 0.9 ]~ 4• <br />• <br />0 <br />0 <br />'^ Y7 <br />o Rd <br />S YI <br />9 _ <br />-~ <br />~ IB <br />N <br />r ~ 96 <br />i BI <br />~ 7Y <br />t <br />80 <br />0 <br />9 <br />i <br />U B` <br />0 9x <br />o ]4 <br />O <br />30 <br /> 1,000 <br /> B00 To ur udelLwtb o.oiat <br /> aW Md.unmlN rouaMfllJMn <br />E <br /> uvl.ragblirW~ned GM IA/evOh . <br /> 300 Omd O.wler.a.u.vv as <br /> Jlu.rmled. <br />aoo <br />~ ]00 p <br />a ~ <br />~ Y00 <br />`u <br />O E <br />l00 _0 <br />0' 00 ~ <br />0 [Me Yt~E C <br />u ~~_ -~ ~- ~ ISO <br />so ~ ci <br />3. <br />2. F 2. <br />1,3 ~- 1,3 <br />~ DiOm. u48in.=4H Y '' <br />Oa TO ff]/]ec- ,03 <br />Yo sale r.W 11Ve = 0.9 O.B <br />,~ <br />!H !A l00 <br />10 1]1 iA L0 <br />1» L! ~ e 0.7 0.7 <br />8 <br />4 <br />3 <br />~ 0.6 0.6 <br />Citpac.t7Y <br />R = 9.5 C.FS <br />IS <br />r 1 <br />~J <br />LA <br />0.3 <br />Lo <br />O.9 <br />0.7 <br />o.s <br />O.3 <br />HEADWATER DEPTH fOR <br />la CORRUGATED STEEL PIPE CULVERTS <br />WITH INLET CONTROL <br />Flgure 3.28 Inlet control nomograph for corrugatetl steal pipe cuherts.'s The <br />manufacturers recommend kaepirg fiW/D to a maximum of 1.5 and preferably to rw <br />more than 1.0 for diameters greater than 4 to S feet. <br />REVISED MARCH 2006 <br />Attachment 2.05.3(3)-1-59 <br />