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<br />~ <br />t:, <br /> <br />, <br /> <br /> -" -~, _03 7537.00 <br /> 160. D. 160. O. 0_ 3'.~_ 0_ 0_ 0_ 7536.,10 <br /> .03 _00 4.06 .00 .020 .020 .020 .000 7532.30 88.03 <br /> .0022:':>0 36_ 36. 36. d 0 0 _00 :31.07 119.10 <br />0 <br />" <br /> 08/29/06 15:36:01 PAGE 1.7. <br /> SECNO DEPTH CWSEL CRIWS WSELI( E8 HV HL OLO:;-,:3 B/,N!( EL.EV <br /> Q I~!L.OB G1CH GlfWB pLOB .c.CH AROB VOL TWA LEFT/HIGHT <br /> TIME VLOB VCH VROB n..\L. X~~CH XNR WTH ELMli'-l SSTA <br /> SLOPE XLOBl.. XLCH XUJ8fl ITRIAL IDe IC')NT COPAR TOPWID ENDST <br /> -~SECNO .1..000 <br /> S"tA 20-H30 <br /> 1.00 2.43 753E: _ if3 . ('H) .00 75:58 _ 92 .50 3_48 .l"J7 7.".~40 _ 70 <br /> 160. O. 160. CL 0_ 28. O. l. 1. 753~.;o" 80 <br /> .09 _00 5.65 .00 .020 .020 .0::'>0 .000 7~:;36 _ 00 :;:;9.2n <br /> .005297 106;;~ 1062. lU6;~_ , 0 0 .00 25_92 115_;',~O <br /> <br />in <br /> <br />~, *SECWl 1.100 <br />1.-.'.' 3685 20 TfUALS ATTEMPTED W3EI._,CWSEl <br />369~j PROBABLE MINIMUM SPECIFIC ENEHCY <br />37;-~O CfUneAL.. DEF'TH ASSUMED <br />t STA 27+72 THIS X.-SEC IS ,JUST D/3 <br />r 1.10 2_38 7.551.:;" 7.551.38 <br />f..:: 160. O. 160, <br />,12 .00 5.:3:3 <br />. 005EP;;;,~ 6'."2. 692. <br /> <br />.~)4 <br /> <br />3 _~36 <br /> <br />Jj.1 <br /> <br />"7,55::',.70 <br />7552.::::0 <br />89.42 <br />11'L;7 <br /> <br /> <br />0_ <br />.00 <br />692. <br /> <br />OF STONE CR. DR_ <br />.00 7551. ';d <br />D. 27. <br />.021J .020 <br /> <br />Sp,ME ~:H/~PE AS X-SEe 1. <br /> <br />n <br /> <br />0_ <br />.020 <br />o <br /> <br />.DOO <br />.00 <br /> <br />7549.00 <br /> <br />;-~o <br /> <br />'?5.:S5 <br /> <br />o <br /> <br />\~ <br />~.. <br /> <br />SPECIAL. tHunt-;E <br /> <br />r <br />!. <br /> <br />7555.68 7551.9.1 <br /> <br />_00 <br /> <br />12. <br /> <br />TRAPEZOID <br />AF~EA <br />12. <br /> <br />ELLC ELTRD <br /> <br /> <br />.00 <br /> <br />XKOR <br />1.56 <br /> <br />C(IFQ <br />2.70 <br /> <br />HIlLEN <br />.00 <br /> <br />BWC <br />,'5.50 <br /> <br />BWP <br />_00 <br /> <br />Bt>,RF.A <br />12.UO <br /> <br />:~;:, ELCHU ELCH]) <br />.00 7549.00 7549.50 <br /> <br />~:;8 XI< <br /> <br />~ <br />f <br />i <br />Ii <br /> <br />*SE.Ct-.IO J.. 200 <br />PRESSUHE r",i'-ID WEIR FLOW <br /> <br />EGPRS EGL.WC <br /> <br />H::"~ <br /> <br />G1WEIR <br /> <br />QPR <br /> <br />B M~EA <br /> <br />66. <br /> <br />'M. <br /> <br />"7551.20 7551.80 <br /> <br />STA 28+0F: Ti-lIS X-SEe IS ,JUST U/S or-=- STONE CR. DR. SM1E ,iHt~PE A<:" X'''.~;EC 1. <br />-' <br />1.20 3.80 7552.80 _00 _00 7552.87 .07 .95 _00 7553.70 <br />160_ 0_ 160. D. D. n_ o_ 0 2. 7552.80 <br /> ~- <br />..12 .IJO ;':.O':~ .00 .000 .020 .000 .000 7549,00 84.88 <br />. 0(10:';:39 36. 36. :56. 2 0 6 .00 4<'1 .10 12:3.98 <br /> <br />o <br />-"':':;ECNO 1. 300 <br />36:::5 ~~o TRIAl.S ATTEMF'TED WSE:L,CW::;EL. <br />3693 PR.OBABLE MHHMur1 SPECU-=IC EJ~ERGY <br />3720 CRITICAL DEPTH ASSUMED <br /> <br />, <br /> <br />08/29/86 <br /> <br />15:36:01 <br /> <br />PAGE <br /> <br />13 <br /> <br />STA <br />1.30 <br />160, <br />.17 <br /> <br />37+40 SAME SHAPE <br />2.37 7561.87 <br />D. 160. <br />_00 5.95 <br /> <br />AS X-SEe 1. <br />7561_87 <br />O. <br />_00 <br /> <br />THALWEG SURVEYED HE!'XE. <br />_DO 7562.41 .55 LaO _'4 7564.20 <br />0_ 27. O. 3_ 0 7563.30 <br /> <. <br />.030 .025 .030 .000 7S59.~O 89.45 <br />.," 1A n n,-, rye; -:>n l1A c_ <br /> <br />,."-',-,hr,,-, <br /> <br />'0.--,"'" <br /> <br />'~n'-:> <br /> <br />o""~, <br />