<br />
<br /> I I
<br /> I I TABLE 4 (Col'ltll'lued)
<br /> TABLE 4 (Continued) oaSTRUCTlVEBRICG!5ANOCUlVERTS
<br /> 08STRUCTIVEBRIOGES AND CUlVUlTS I I fl..."on
<br /> E....Uon undo... 'GO-~" 500-)'..,
<br /> Icle<>hl'.a"on to"""n 5"...._ <1...'._ Ro~..', ,,~ ,,~
<br /> Undo,. 100_y... $OO'Y'.'
<br />I".nllll...llon toe.llon S"...._ de...""" R<>td...y Flood ,,~ I I FI$HCREH
<br /> SOOACRHK ll.&R,G.W.IlR '00 6;~~ 6700 67[,1 ~U9 6752
<br />r""'br.J~. '" t:.S. lIi","",".,- ~O UJi" 6Ji>6 671il:1 GT71 6761 676~
<br />~. SoW 1;69'0 ~, .<00
<br />Li"ooloA"onue I I t'oolb,~Il'" ,~. 6710 6n4 6776 6716 67,6
<br />.00 "" 6697 "00 .<00 6701
<br />IU,S,40)' I',;".,.dri,~ ,,00 6S01 .. - ~, ~
<br />lI'h8',....,'. UIO 66~ .roo 'M 6706 "" WALTONCRE€K
<br />0..81'"'' '.;00 "00 6701 6110 6708 ,,~ I UXHiy""'..".j<\ l,~r~,; GH9 671>9 67fH 67:;(; 6158
<br />PinoS,...,\ 1.340 "" 6713 ~11" SllS 6116
<br />WillowS'.....' 2.360 6716 .m 6725 6723 BURGESSCRHK
<br />.n.
<br />r,."owdr;.., 2.1:10 672\1 6724 6726 .m 6130 l,i,S.Hill'h"',,-,'.lO' ,~ ,,~ 6757 ,,~ ". 6760
<br />G",,,,,PJ~ 3.8~ ~" 6747 ,,~ 6742 6744 I I ~ibl'r R""d' ,~ 6756 "W "ro 67G~ 676-1
<br /> f'om.R...,d' ".. 68~3 ~, ~" 68.18 ~.
<br /> 8UTCH(~I(Nlf(CRHM
<br /> 8~iT,.ill"'n.. 4,170 5805 =, ." .., ""
<br />Y.mpaAvenu.. 'W ..~ .000 .." 670. 670;; I I Sl...mbo,.tS~i 5,100 6917 om 6030' 6931 ""
<br />AlIo:;' ." "" ,,~ "00 6709 6710 A......
<br />UneolnAvenu. '" 6718 671~ 8720 6721 "" Mt W..n" Roatl. 6,0-10 "" 69"8 .~, -, ''''
<br />(U.$.40J' I',i.,.t.dri,'o' 6AOO "" 097.> ~, "" ....
<br />O.~S....,.t' ).0);10 6119 ,m Ii7:>':l 672-1 .m I I P,ivat,d,i,'.- 6..80 ,m I;w.l ..... ;00' ,~,
<br />~'<<>lbri<l,... 1.100 6120 872~ 67~ 67!> ". 81<1rm ~load",\.. 7.400 7028 ,~ ,.... 70~8 ,".
<br />Pri"'lodrh', ,.'" "n 6725 Ii726 6726 ,m Dri,..'
<br />AlI'r U.;o 6722 6725 .m 6727 6728 I 'Tnp.f......dw.l1,
<br />Pin.&6.h$.....". ,.." 6727 8.32 "" 6n~ ".
<br />F""tb,id~ ,= 672~ "n 673.1 6J3.1 "" VELOCITIES OF FLOW
<br />AII,y 1,735 67~ .." 8733 6n5 ""
<br />F_b.id"" 1820 67al 61.13 fi7~4 67~ "" I During a lOO"rcarflood,avcr:os:-c\'cloeities would be as shown in Table 5.
<br />1'000bridl<" 1.9.10 6733 6731, M:Jj' .m H;.'~ of now in main ch.nnel and overbank :)rea.~
<br />p.j"a"'dri\'~ \1.Q\l, 67:l~ 6733 ". ~740 ;;741
<br />"""'"rioKe 2.1311 "" fi7~~ 67.111 m.. 6742 I TABLE 5
<br />Do~ $,,<<< \104"', 674~ 6T44 $N~ H747 $747 AVERAGE VELOCITIES OF FLOW
<br />I''''tbridKo 2.625 G74~ I>H1 674~ 6H~ 6750 lQO.YEARFLOOD
<br /> ~ -
<br />_r""tiNidK' 'OW 674.\ 614. 6748 67.19 6750 I I Velo<:Hy
<br />Prio...dri.. 2.675 674-\ 6148 fl749 67511 61!.1 (leelpo:-rSeCll"d)
<br />~'OOl~,id". 2,700 6115 &1 ~8 ;;7.\9 ..7iM) 61M Stream MaIn Channel Overb.!'-,,_~~
<br />~'notbridKo 2,735 6045 814~ 6749 1i151 &1[,2
<br />l',iv.l.d.i," 2,76(, 6746 6749 ,,~ &151 ;;752 I I Yampa. Ri,.er (Vicinity of;)
<br />p,;'....ori..... 2.810 6747 6750 67~1 6752 675:1 GagingStati(ln(AtS(e<<"'boat
<br />l'oo'b,k1"" ,.~ 6750 675.~ ,,~ "M 671>6 Springs) 10 1;:2 ,
<br />A1]<y' "~ 6753 ,,~ 67:;1 8757 ,,~ I I Fish Creek 7 ,
<br />!'"".b,ldK\' 3MO ,,~ 6761 6762 &763 ,,~ WaltcnCreek 5 2
<br />P,i.'lodri.. 3,:;00 6708 67$1 (;71;2 671;:1 ,,~ Soda Creek 6 2
<br />Sp"'"S"""I' 3,~75 "00 61~3 6163 6765 676.'> I I 2
<br /> ButcherknireCreek 6
<br /> SPRtNGCR((K 2
<br /> Sprinp;Creek ,
<br />Uo""]nA,,<"u. 310 6721 6126 ~1l!'l G731 "" 3
<br />(U.S,'Of' I I FishCf'i'l.'k ,
<br />o.~ s.....,. ,~ 673:; 673~ "" ~7.HI 6~-1~ WaltllnCrcck , 2
<br />Am<>tny.l nr;,~' U211 ~'" om Gll.11 G~'1 = Burtt."'. Cr~"k , 2
<br /> 10 I I H
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