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<br />18
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<br />TECHNIQUES OF WATER-RESOURCES INVESTIGATIONS
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<br />REI} c~Erl( ...["A AA-'IIIITO. ,",YOll4Ir<<; Q..~E ELEV.TION . 1.91 Z . '...
<br />AaNREL DEPTH AIlEA COIft'EY.\.NCE ToP 1II10TH WEHEO PERIMETER
<br />... a.. ... ...
<br />0.240 0.1" ,.. >.l5 2..2
<br />0.41'0 1.0-' 2".1 3.26 l."
<br />O.l'lO 1.'1:;0 67.4 l.qn 4.7.
<br />i.q". 2.Q;:O lZ?l 4.40 4.'1.
<br />1.200 4.fn lG1?9 4.80 '5.'56
<br />...." '!:I.n in".2 S.ll 6.14
<br />(.6ea 6.4A 31'1.1 5.39 6.69
<br />).920 1.8n 4.1)1\.4 '5.60 1.22
<br />2.1&0 ';I.H. 610.0; S.16 1.12
<br />Z.400 10.0;6 74Jl'.1 _'i.88 8.22
<br />Z.MO 11.9" 8Rl.o;. ">.96 R.70
<br />2./118' 13..? In2",.A fo.OO '1.11'
<br />3.128 )4.lil) 111".2 "iI.Oll '1.66
<br />3.3foO )6.2<11 13Z7.9 ,... )0.1'5
<br />3.1;.00 17.71 14J'J.6 5.88 ll'h63
<br />3.840 19.11 162'1.0 5.16 11.13
<br />...~ zo..' lln.9 5.6/) 11.63
<br />4.320 21.19 1911.0; '!O.39 12.16
<br />4.560 Z3.0" o.>n3"'.9 "i.13 12.71
<br />4."00 Z4..,"i 21S?6 '!.80 13.ZlJ
<br />5.0ltO 25.35 224-".6 4.11(1 13.91
<br />').280 2{hJS 2Jill." 3.9, '4.60
<br />S.'5l0 ll.l1 2)6'1.6 J.l6 IS.41
<br />S.l60 21.e9 lJ5~.4 l.:)5 16.4:)
<br />.6.000 2e.21 2207..'" 0.0l- 18.fl4
<br />F~gure 5. --Computer printout -- properties of culvert barrel.
<br />
<br /> REO CIt(rI(- NEAll ".".I..fth Ifftr'll"'{i lJhE ELEIIU10t4= hili , . n.'ll'll
<br /> a Et.f'IIH' FLf.V.... ,,, " """ , 4OJlJSl[I,
<br /> 2'11.11 ..,. 1.1" , 11.91 O.'lIl
<br /> ,..0 "i..nl'l ".on l.',q 1.09 , 0.96 O.'lIO
<br /> ".. S.5'5 .....n ..."to 1.S.. , n.I'I'll 11.119
<br /> ".. ....nJ ....nn J.ln ...oq , 0.88 0.1111
<br /> "'II.. 1.n2 7.0n ".In <;.119 , 0.86 11.86
<br /> "'n.o 1.'lI2 7...n ...nn 5.QIl , n."''' D."'''
<br /> 20.0 ".112 ".nn ".nn f..on . 11.111 0.18
<br /> "n.o <;.JJ ,.'" , 0.90 o.Qn -'
<br /> "n.o <;.]] 'i.nl! 2.n7 1.09 , 0.90 0.90
<br /> ..n.o <;.10 "."" "."0 1.S'll , 0..89 11.119
<br /> "0.11 ".ll ....on JoI" ....0.. , n..IIIA (1.'18
<br /> "0.11 1.'t1l 1.0n ".11 ...n9 , (1.8" 1I.8~
<br /> ..n.D 1.0;11 1."" ".ni' ,.~ , n.II" (1.11..
<br /> ..n.o 0;1..011 ...on ....no ....no . 0..18 0.78
<br /> #:In.o "."" i'..,e; 0.11" (1.88
<br /> "0.0 ~SOLUTlGol """ ''''fFFtOW
<br /> flO.O '>.95 e;..'5n "'.<;9 1.0;.. , O.lll'l 0.88
<br /> ..n.o ....1n "..0" ]..11 ...IIQ , O.IIA 0.118
<br /> I,n.o 1.18 1'..f)" ....Ii' 5.0" , 0.86 0.116
<br /> bll.n "..O!io 1.9n ....,.. <;.90;1 , 0."" 0.11..
<br /> &0.0 9.11 9.00 ".no ....nn . 0..1A 0.111
<br /> 100..0 .... i'."9 , 0.11" 0.86
<br /> 100.11' ....86 ".on ]..11 ...no;l , 0..1I1 0.111
<br /> 100..11 1.''1 1.0n ....11 e;.....<,1 , n."" 0.1Ie;
<br /> Ino..o R.l) 1..'lI" <;.11 ".99 , O.ll] 0.111
<br /> 11111..0 9."~ 11.11" ".110 6.00 . 0.111 O.Tll
<br /> 1'i1l.1I '1.16 J.J" J.J~ 0.'14 0.11"
<br /> l':;n.n >ffiSOLUT'O" TYPE TOillFF FlOW
<br /> 1'io1l.1I ,..U <;OI.lIl'O~ ""'I' T...llFF rlOW
<br /> l'ill.n ".11> 1.0n "."'~ "i.09 , 0.8" 0.11<0
<br /> 1<;0.." 1I,1Il) 1.9" <0.71 <;;.9'1 , n.Ai' O.It?
<br /> l"ill.a 10.01 <I.1I0 I\.~l) 1\.011 . 04111 O.11!
<br /> ~OIl.1I ",)4 ....1'> '.k" , n.1I1 (1."1
<br /> 2nO..O ".7n ....n.. ....n.. 4."" , D.A2 (I.lI~
<br /> no.o 9.n9 7.IIn ...0:;" <;;.119 , 0.112 'l.1l2
<br /> i'oo.n "."'" 1..... "i."] S."'<;I , n.81 O.AI
<br /> i'1I0.0 1".'11 ".n" ...nn ".1111 n.111 0.111
<br /> ""fI.O 1".1" 10.'1<0 ...3:1 , 0.1A 11.111
<br /> ;><'0.0 11'1.''13 7.l'In "i.00 :;.0'" , n.1" 0.19
<br /> ;>0;,0.0 l".qo 1.9" "i,07 ':;.Q9 , n.11 0.11
<br /> i'<'0.' Il..'ll~ ll.nn h.Oo ".nn . 0.'" 11.111
<br /> 100.0 ll."" , n.101o 0.....
<br /> lno.o ,\.~ ",n" ".110 fI.on . D,111. a.lj1j
<br /> ..oo.n ""F.. , E'fFllr.y FaU'uIO"''' 'IIOf Rn('''C~1)
<br /> "00.0 '''.1>1 ........... .......... .......... , n,"<I 0....9
<br /> <000.0 '''.% .......... .......... . 0.111 0.1'!1
<br /> ..nll.o I.....) ".nn ...nll ".lIn . n.'A 0..18
<br /> "nll.o h"F.. , [....IfGy...nIJ,UI~<;...O'lI.nlJ.'fCE"
<br /> <'nll.O 2n..." .......... ........ .......... , 0.51 0.53
<br /> "nll.a l.....to ......... ....... ......... . 0.711 0..18
<br /> "on.o 2n.'H ".on ...n(l ".nn . 0.'8 0.78
<br />Figure 6. --Computer printout -- discharges, headwater and tail water e~evations, depth s. types -
<br /> of flow, and discharge coefficients.
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