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2008-04-22_PERMIT FILE - C1981017 (5)
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2008-04-22_PERMIT FILE - C1981017 (5)
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Entry Properties
Last modified
8/24/2016 3:28:23 PM
Creation date
4/30/2008 9:42:00 AM
Metadata
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Template:
DRMS Permit Index
Permit No
C1981017
IBM Index Class Name
PERMIT FILE
Doc Date
4/22/2008
Section_Exhibit Name
Chapter II-B Appendix II-B-3 Part 2
Media Type
D
Archive
No
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~ <br />4. XYDRAULCS: . ~ <br />;. ~ <br />//YD <br />R.4ULICS OF CULVERTS !61 <br />~a.~ .~r the full It>Qyear . ~ <br />~ . <br />.-ate: high. a larder sire s <br />n permLSStbk headwater. <br />~ ~~ j <br /> <br />-n1et control enter Fig. 4-22 ~, <br />'~' <br />- Igo T <br />~ ro,ooo <br />a,ooo <br />lOSS COEFflGENT K• ~ I ~ <br />E <br />~ <br />, ~} ' ~~ <br />~ FOR VARIOUS ENTRANC <br />(21 <br />r-•h in Outlet Control. If the - ,s~ <br />~ ~.ooo TYPES •• <br />I3l <br />p culvert is assumed to be <br />f .:~ M4 I s,oop <br />4,000 s. <br />N~ COEfiKIB~IT ~. <br />O SCALE ~R <br /> ~ mE {. <br /> <br />the }jOW Charts. FOr Other <br />R la! x,000 <br />tl) weewl6r.e~oa«c,r os <br /> <br />a <br /> <br />calculated by the formula - 1! 0 • <br />~ <br />:,ooo learn eeelereue~ ~e HY <br />r.o. •• <br />! <br />/«o r iN. 0 <br />d a • <br /> . <br />eee <br />QI eYn. <br />a •. <br /> <br /> 4 ~~ ~ 1,000 a. <br /> U w rule 131 «rJl amen <br />Aenxemelly n ecele 111. Mrw ! <br /> <br />.'a <br />N LOO . <br />w meyM rslurd Fne 1Areeah <br />' ~ s00 0 eM O eoeMa. «nw.r u <br /> . ~ <br />- I {00 alearenr. !. !. <br /> <br />'`; n soo <br />1.s <br />e <br />I ~ ~ !°° ~ , <br />s <br /> <br />'- <br />~ ~ <br />w . <br />r 1.s <br /> <br />' ~~* the result for the Man- <br />s{ _Y <br /> ; c 0 <br />loo <br /> <br />! _ <br />a~_ ~ oo ~ <br />eu.tance condition desired. ~ t I.o I <br />o <br />so - -LeY--u -- <br />:IS6. <br /> <br />. <br /> <br />~ <br />at so . <br />_., <br />'-~ - -- I.o <br />a exceeds the allowable, - ~ 40 ptAMrLE ~ . <br />ptable headwater depth. f . ~ ~ ao o+.e,. m.. {t+n.-. rr. <br />s <br />sidered for corrugated steel •~ 0 o-~o d. <br />--------- - . <br /> <br />Tai <br />0. A smaller size 33 :o .~ .a <br />Mw z <br />sa,l. <br />~ ~ <br />ao ~ .~ <br />. a ..day be economical to <br />~ ~ :1' ~ i,c5 to °' " `~°h• .>' a <br />x difference results. Check ` <br />. ~ 1~' o o) la •.~ <br />.7 <br /> ~ <br />+ ~ { <br />'or Structural Plate Pipe v !1 • •~ .a <br />nu reported in Tabk 411 i e ~ .~ <br />S together witb the come- { g <br />not a part of the Fed- i ~ 1 ~ : <br />bushed in 1963. <br /> is .s <br />'s <br /> l.o <br /> HEADWATER DEPTH FOR <br /> ~ CORRUGATED STEEL PIPE CULVERTS <br />ear SOOd ~~~ Cb,, i . ,! WITH INLET CONTROL <br />-inoe which do not war- <br />harges for kss aitical <br />~ ~. This is a matter of <br />pis chapter. But, whatever <br />- the rationale presented <br />d by requiring DO static <br />Fit. 4-18. /nlot control <br />nomo ra0h for corrugated stoN piP. eulv.res. Th• manutac- <br />~1'1'/D to ~ maximum of L5 and Pr•f•rably to no mor• <br />~-~ than ~ dCSI~! diS- q~ian i,0.eomm•nd k•• Pl~t <br /> <br />i <br />} ' <br />,i <br />1 <br />1 Il <br />fs <br />i i <br />1.~ <br />f <br />~ I1 <br /> <br />. '~'. ;. _ -o. ~'2' i. .,Tf~i l "'1.~f.~ t'v. 'r' v S '-I"~7 ~,. ~ ' ~•' <br />- .,, ~ , ~ ~ ~r .:w i~ <br />•. •f T v '• -• '.i7.y~ .~ft!7i;~`•r1~ sv`i-'. '7~ .~''' a't[... ~ ~~ ~~ a _ ~ ti ~r <br />t e; ~`"~.F ,1 v.,y. ~R'ft+:.~)1C a- ~~i~ ~~•.~! ~-~•}~tt~ s >.. -_ _ r vT' r'S.-~ ~ 4~T} <br />- i~. ~~ .7~c ~ ~ pr71j'ti• ~~~~`-.t i _+e :...•:T. . y ».. - - _ ti`~_ _ x <br />~ • ~ _ _ ... - - .. - .. n <br />
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