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<br />
<br />Survey methods used to collect these data are described in Harrel~on et al (1994). The
<br />students involved with the survey include: Gretchen Moran, Chad Bowdre, Tim
<br />Brethauer, Brian Befin, Jason Eliassen, Charles Kieser, Tom Mills, and Andrew
<br />Lockman. We thank Art Hayes (BLM) for his support and assistance.
<br />
<br />Establishment of Benchmarks
<br />
<br />Three benchmarks were established for survey purposes. The benchmarks are 1.5 foot
<br />section of rebar that were driven into the ground to about 3 inches above the mineral soil
<br />surface. Each benchmark is capped with a metal plate that labeled with the benchmark
<br />number BM
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<br />DISCHARGE/CROSS SECTION NOTES
<br />
<br /> -
<br /> STREAM NAME: W e s~ n~k A~Art - ~ (>n-ek I CROSS'SECTION NO,: -z...- I DATE: ILL
<br /> f.J:>, '0....01 SHEET OF
<br /> BEGINNING OF MEASUREMENT I EDGE OF WATER LOOKING DOwN'STAEAM: LEFT I AIGHT I Gage Reading: 0, Z,t I TIME: IO:SD ~
<br /> , ~~~~.
<br /> . '" Slake DiatanC6 Width TOlal VelOCity (Il/see)
<br /> Q) (S) Water Depth Revolutions
<br /> :i Grasslin8 (G) F,om (ft) VertIcal Depth of
<br /> :J i Waterline (W) Initial Depth From (It) Obae" _. Discha,,,"
<br /> ROCk (A) Point Tape/lnst ..llon Time At Mean In (1t2) (cts)
<br />.1 U- (ft) (tl) (see) POInt VertIcal
<br />,'I (Il)
<br />'I L6
<br />n tJ 0,0 l~ . <1 b
<br />s ~
<br />!l (~ 3.3 /,7b
<br />; ,
<br />i) , \....1 7,7. fj, ( ~~ I~
<br />n 0
<br /> f,W fJ. '16'- -<9; . ~ 01 rtJ f.O:J.S 0
<br />I; s #,/ f>.30 ~,40
<br />t, Q.-ZC ~'.12 ~, 060 O./')(j? )
<br />i <<h A) 0.30 ~.fjB 0.20 O.4f OJ)t; 0 () ();;?; ')
<br />t ~,-; () 1Ct1 cn,Z~ o. to <DietS O.(Jc':2.0 (). /)") 'X.~
<br />I ~ t., ~,Z!j
<br />t O. 3 (') o.os 0/(,' a 0 IS" o.!} nO, ~
<br />I
<br />I ~.; o.~o ~,Z:1 D,OS . o. DH)- (')
<br /> 10 9,Z, tJ.?O <b,z&!
<br /> ("). o~ <6 (Jj)IS-- 0
<br /> <:t,S 6.30 CjJ . 21"" O.l1S 'd (). ()J.(" t)
<br /> c,.tb G.30 93 . ~,t, b.()C:; 'r} /) (j lc;" 0
<br /> /0.\ O. ~f) 9' ,7J1 0.05 ~ () O/~ 0
<br /> 10.4 6~3fJ 9..z-r c.oS O.lnq (). 0 J~ n. (J /(1,1./
<br /> IS (J..5 D ~ .lJil
<br /> 10.7 O,'lS 1,04 f). ~1]< () f) t')QO
<br /> It. '0 11,'30 ~ :1.1 0. \0 I, (5; 0.03(') o 0345
<br /> 1l."1; O,3C? 5L~ D,ZO I, ,e O"ohd D. 0'1 ) 4
<br /> Ll.to o 36 ~,2~ D.lo l. 2:; 0. IJ!?, 6 (') fl'3 'X \ ;
<br /> lI.q 030 'li#2~ c,os 0,';;; D. b/]~- tJ~Olt()
<br /> ~o 'i.ZY
<br /> rz. . 'z., ().3rJ 0,10 C .'60 o (Yl (j 'J. n'/ul1
<br /> I '1-.."5 () ,?(j 'SL 3Z- o.,.'/S I D.<bl ().Ovs f)" D sfn4
<br /> !"Z.~ (}.3D <G. 12- 0.\$ ,j ,~ (J. 0 Cf..s O~05'lo
<br /> \~. \ a.3o C;S,~"L o . IS o .,S' d('JL.fs In, 0 :1~2
<br /> 11.4 (). ~o ~ -'t J O. "l.O n.il.J. 11.D'() () . () LJI./I.f
<br /> ~s 'h, 1~J
<br /> 1'3.1 o.ao O. 7..c D (n~ ~ Of, 0 a.o:YJ]
<br /> PL <) (},30 ~,4~ o. 't~ o.qS 0.015 . Of) ? I ')
<br /> }lj.~ o.g() Q,'i7 0.'1.0 O.S'+ 19.1J'0 CJ. ()!;' ~ ':)
<br /> ./1 . r\I. r") '" ~ u~1 - ...,.;:::'
<br />
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