Laserfiche WebLink
<br />20 TRIALS ATTEMPTED ir!SEL,CWSEL <br />PROBABLE MINIMUM SPECIFIC ENERGY <br />CRITICf\L. DEPTH ASSUMED <br />3T A 41 +00 S(~ME SHAPE <br />1_60 2_57 7569.07 <br />;:~OO. D. 200. <br />.18 .on 6.19 <br />JJ091.4<:1 .l3;;,~. 1::'')2. <br /> <br />< ,~< <br /> <br />u <br /> <br />HAN HVINS <br /> <br />.' <br />, <br /> <br />3685 <br />3693 <br />3720 <br /> <br />f' <br />it <br />~. 0 <br />~ ""sceNO 1.. 70a <br />I:,..,'....'.. 7185 MINIMUN SPECIFIC ENERGY <br />37:;:'0 CluneAL DEPTH A:;;SUMED <br />ST II 45125 ::;AME SHAPE <br />1.70 2.57 7574..17 <br />200. D. ~'oo. <br />.20 .00 6_19 <br />.009164 4::~5. rt25_ <br /> <br /> <br /> <br />I <br />[ <br />f <br />:" <br /> <br />AS X-SEe <br />756':>'.07 <br />0_ <br />_00 <br /> <br />132. <br /> <br />AS X<;EC 1. <br />7574..17 <br />D. <br />.00 <br />42.'5. <br /> <br />o <br />*SE:CNO 1. ~:oo <br />36f.:5 20 TRIAL:; ATTEMPTED WSEL,CW~:'iEL <br />3693 PFWBABLE MHUMUM SPECIFIC ENERGY <br />::57;20 CRITICAL DEPTH ASSUMED <br />ST A 47+00 ::~AME SHAPE <br />.1.,30 2.59 7578_E:9 <br />200. 1. 193. <br />.;;::1 1.90 6.65 <br />.OQf.o.t':l33 175. 175. <br /> <br />n <br /> <br />~; <br />}' <br /> <br />1 <br /> <br />0::::/29/::;:6 <br /> <br />1.':;;2;6;0.1 <br /> <br />,~ <br /> <br />~. <br />, <br />~. <br />!t <br />t <br /> <br />5ECNO <br />" <br />TIME <br />SLOPE <br /> <br />CWSEL <br />QCH <br />IiCH <br />XLCH <br /> <br />DEF'TH <br />G1L..OB <br />VLOB <br />XLOBL <br /> <br />AS X-SEe <br />7578.89 <br />6. <br />2.r:.2 <br />1/'5, <br /> <br />CRIWS <br />G1ROB <br />VROB <br />XLOBR <br /> <br />:.j'::;;ECNO 2.000 <br />:)6C{5 ;:,~G Tr~IALS ATTEMPTED W~JEl.,CW~;EL <br />369::; PROBABLE MINIMUM SPE:CIFIC Ef\IERGY <br />3720 CRITICAL DEPTH AS3UMED <br />STA 49+90 <br /> <br />::~.oo 2,58 7587.08 7,587_08 <br />200_ L .193. ,- <br />_22 1.90 6.65 ;~.62 <br />_006853 2'.'>'0. 290. 290. <br />0 <br /> <br />, <br /> <br />.1. THALWEG SURVEYED <br />.00 7569.66 <br />D. 32. <br />_020 .025 <br />20 11 <br /> <br />THALWEG ;3urWEYED <br />.00 7574.76 <br />0_ 32. <br />.0:':'20 .025 <br />9 ~) <br /> <br />HERE:. <br /> <br />.59 <br /> <br />0_ <br />.030 <br /> <br />HEYE, <br />60 <br />o. <br />.0:;>0 <br />o <br /> <br />L_. Mt',NNING' S N cr.UI,NGES HERE-- <br />.00 7579.5~~i .66 <br /> <br />*3ECNO ;::~..1 00 <br />f'JA TER EL=X5 CARD= 75'.')5.800 <br />ST/:>.. ,51+70 SAME 3HAPE AS X-;:;EC 2. <br />FLOW TO THE PLATTED DRAINAGEWAY. <br />;:~.10 4-40 7595_80 .00 <br />21,0. 25. 187. 28. <br />.24 1.47 3.03 L15 <br />.000519 1.:30. 180. H::(\. <br /> <br />" <br />*SECNO 3.000 <br />3280 GROSS SECTION <br /> <br />3_00 EXTENDED <br /> <br />3685 20 TRIALS ATTEMPTED WSEL,CW5EL <br />3693 PR08t>.BLC r-lIt-.!IMUM SPECIFIC a~ERGY <br />3720 CRITICAL DEPTH ASSUMED <br /><::-T^ "0",+",.,-, <br /> <br />, 29 c, <br />025 025 025 <br /><0....' 5 0 <br /> <br />WSEU( <br />ALoa <br />Xt~L <br />ITFUAL <br /> <br />Hi <br />ACH <br />XI\ICH <br />IDC <br /> <br />HV Hi... OLOG8 BAI'II( ELEV <br />AROB VOL TWA LEFT/RIGHT <br />XNR WTI\i ELMIN SSTA <br />ICONT CORAH TOPWID ENDST <br /> <br />.00 <br />L <br />.025 <br />;,-;0 <br /> <br />7587_75 <br />29_ <br />.025 <br /> <br />o <br /> <br />.O::j <br /> <br />_17 <br />"- <br />7566.50 <br />::~7. 89 <br /> <br />757.1. 20 <br />7570.30 <br />::::8. F:O <br />116.69 <br /> <br />757(;.30 <br />7.575-40 <br />;38_80 <br />]16.1.:;,9 <br /> <br />7578.40 <br />7578. .10 <br />42.90 <br />69.73 <br /> <br />PAGE <br /> <br />_67 1.98 ,-,,.., 7586.60 <br />. ,,,'v <br />;~ - 6. ..L 7586.30 <br />"025 .000 7584.50 42.9J <br />0 .00 ;'-;6.:;;::1 69.72 <br /> <br />LOCATIOI" OF DAM DIVERTING <br /> <br />.00 7':-,95.92 <br />17. 62. <br />.0;0:5 .D25 <br />o 0 <br /> <br />.88 FEET <br /> <br />.12 <br />25. <br />.035 <br />o <br /> <br />SOME OF <br /> <br />.000 <br />_00 <br /> <br />3 !3';' <br /> <br />.00 <br />4. <br />7571.60 <br />27.:38 <br /> <br />5_ <br /> <br />,ODD <br />.00 <br /> <br />1.3(3 <br />6. <br />. ODD <br />_00 <br /> <br />.02 <br />4 <br />7576. :50 <br />26- 83 <br /> <br />THE <br /> <br />.21 <br />6_ <br />.000 <br />.00 <br /> <br />.05 <br />"- <br />7591 . 40 <br />51.67 <br /> <br />7.59:5..50 <br />7593.20 <br />31.31 <br />82.97 <br /> <br />8 <br /> <br /> <br />.~.; <br /> <br /> <br />