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<br />llvorage velocltlas of flow In <br />shown In Table 7, page 37. <br /> <br /> <br />I <br /> <br />OBSTRUCTIONS <br /> <br />As previously <br />In the study arell. <br />Table6,page36. <br />structlons Is to raise <br />brtdges are especially susceptIble <br />of floodwator and floating debris. <br /> <br />t. to tloodflow <br />noted thore are 25 man~do obstruc Ions <br />port;nent data on obstructions are contained in <br />As May be soon froM Plates 10~25, the effect of ob- <br />It"" Obstructive <br />the water surface alevat ons ups re . <br />t t'.'d","""ctromthotorcos <br />tosrucu, -:J <br /> <br /> TABLE 6 <br /> OBSTRUCTIVE BRIDGES AND CULVERTS <br /> {I.....I"" ,,' <br /> To.o' <br /> ~I>d.c- Int."",.I... StMd<l'<l <br /> '''''.'10" ~t.-..- cIM,"'.oo ~~".Y R<<lIOO.1 P..-ojo<:t <br /> ,!$>nt!HcOllon ---LlU- ... f.1 '" ,,- ,,- <br /> AlIlHASRIVH <br />loPos" Ilo.>~ 61.97 6H6 6461 6467 645S a4~6 <br />U.S. HI9~.'Y '" ,-, 6l.00 64a6 .... ..ro G485 6<91 <br />U.S.Hlg"..V 'ro 101.1 63.01 6468 6'86 .... 6486 .." <br />MoinA.."". ..,. 649< 6511 M~O M!l 6516 <br />Oon..caRlo <br />GCM~.II".t.N1 RR. e'.l. a49S ".. 65Tl aSl4 6SlS <br />,1<>.5'co.t 6S.a7 6n1 6SH as.a 65.5 6550 <br /> Ur,IITNER CREEK <br />Prl..toOr!"" 0.05 a461 6491 6495 6.96 6<98 <br />Prlv.t.Ocl..rd} .,.. 650< 6510 65" 6,T. 6516 <br />U.S. ~lg''''Y 160 (J) 0.64 6Sl0 ".. 65.. 6'45 6'41 <br />Pcl..toOc[",,(J/ 1.00 6~69 6'71 6Seo 6565 6'a7 <br />P,I'.'oOd"" (ell 1.17 6'16 6~8' 5'~1 6'95 a'~1 <br />U.S. ~Ill'w,y 1M (d) 1.<' 6~< 5Hl ~OO MOO ~" <br />u.S. HI9'w,y 160 (ell 1.8} ~" M" 6546 .... 6649 <br /> JUilCTlfllltREH <br />Oen,or4Rlo <br />GrMd. W.~t.,n ~ 0.01 6'11 6'22 6'1' 6Sl. 65<6 <br />1'..ln ".....v. (d) ,,~ 6,., 6'S} 655S 6SS1 65'8 <br />1""S".o'UJ 0.4l 6~S~ ".. 6567 .~. 6510 <br />w.~t S~I>dAv.n... '" O.H ,m .m ,~ 6n7 6Sn <br />Clovl~ ocr." (d) 1.01 661' 66<4 M" ~~ ..~ <br />Prl..toarlv. 1.10 61<7 6152 67~~ 6155 6n6 <br />"rl....CrT." 1.21 6159 676S 6161 67(01 6166 <br />"rlvuoOd.. ,,~ 6171 6n6 6716 ,,~ 61eO <br /> CRY GUlC~ CREH <br />COI...,bln<>A.o......(d) ,,~ 6Sg, .m ,= ~" '00' <br />O.I>'OO<I"'o".oU.1 O.1J M" 0011 e61'} ~ro Mro <br />Mf'O'/oOrl""rdl .,~ M" M" "" M' M" <br />^",""V<>Od..(d} 0.61 M" W, 6614 M" Mn <br />tal AI! d.o>:'.=o ~,.. QI ,.... _I...."" f~""..r 110, ,t"".,~..... end~... ",."<kd to 110'"'.""01 <br />foal, ",M".."l.od~,,,,,,. <br />'" j){.'''''o.I"''''I..''''ot''''...''''''''_I"I'''''''*oi"IOf.I'''''..~.... <br />,., A'''''-d.i'<P'. <br />'" c:\,lo.~I. <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />VELOCITIES OF FLOW <br />During an lntcnmedlote Regional Flood, <br />main channa I and overbank areas would be as <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />" <br /> <br />I <br /> <br />,. <br /> <br />I <br /> <br />I <br />