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<br />. <br /> <br />. <br /> <br />. <br /> <br />STREAM NAME: <br />XS LOCATION: <br />XS NUMBER: <br /> <br />Possum Creek <br />About 500' upstream of BLM-private boundary <br />1 <br /> <br />MEASURED FLOW (Qm)= <br />CALCULATED FLOW (Qc)= <br />(Qm-Qc)/Qm * 100 = <br /> <br />MEASURED WATERLINE (WLm)= <br />CALCULATED WATERLINE (WLc)= <br />(WLm-W~c)/WLm * 100 = <br /> <br />MAX MEASURED DEPTH (Dm)= <br />MAX CALCULATED DEPTH (Dc)= <br />(Dm-Dc)/Dm * 100 <br /> <br />MEAN VELOCITY= <br />MANNING'S N= <br />SLOPE= <br /> <br />.4 * Qm = <br />2.5 * Qm= <br /> <br /> <br />4lIIIt RATIONAL' fOR "COM"'NDATION, <br /> <br />----------------------------- <br />----------------------------- <br /> <br />SUMMARY SHEET <br /> <br />4.08 cfs <br />3.98 cfs <br />2.3 % <br /> <br />RECOMMENDED INSTREAM FLOW: <br /> <br />-------------------------- <br />-------------------------- <br /> <br />FLOW (CFS) <br /> <br />PERIOD <br /> <br />1.74 ft <br />1. 72 f t <br />1.2% <br /> <br />---------- <br />---------- <br /> <br />s; U V"\ rher <br /> <br />t.J1 ",,-i-er <br /> <br />:2,3~~ <br />I) ?'f <br /> <br />0.60 ft <br />0.62 ft <br />-4.0 % <br /> <br />1.17 ft/see <br />0.105 <br />0.0380 ft/ft <br /> <br />1.6 cfs <br />10.2 cfs <br /> <br />"" 11'1 , (l), tA ti"k <br /> <br />.tll\W ~ IY)(?~ ~\\ -.f\ree- Ct'JCq~ <br /> <br />.. <br />I( <br /> <br />~l 3c;- C~S <br />I.f I d..c <br /> <br />Ihe. <br />i~e <br /> <br />,5 <br /> <br />~\f')IM",,;'" <br /> <br />i'\ o;....~ -t... M @.e\- eQ er<l <br /> <br />C r1 i"e ~ \ (~ <br /> <br />I) <br /> <br />.! t:? e c d ~ lwld\ ~ I\. ~ d" S;\-a: p 't\ r -l-elo It: <br />~~E>r_CJM....._f''''~'{''f't ,rl...H.>$ G-n, I.h~"'\";" 4-,",C <br /> <br />O.'-tQ"", +~ j.SGM ~'-'(/\S-', <br /> <br />RECOMMENDATION BY: q31. if. ~~ .e;'.CfC............. AGENCY... B .~.f:!............... DATE:.. /?.1 '!.I.f:?i?..... <br /> <br />CWCB REVI EW BY: ................................................................................. DATE:..................... <br /> <br />, <br />