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<br />'('! <br />, " <br /> <br />(J <br /> <br />STREAM NAME: I <br />XS LOCATION: <br />XS NUNBER: <br /> <br />31'NHe Creek <br />300' US of Paris Creek (intermittent) <br />1 <br /> <br />SUMNARY SHEET <br /> <br />NEASURED FLOWI (Qm)= <br />CALCULATED FLOW (Qc)= <br />(Qm-Qc)/Qm * JDO = <br /> <br />MEASURED WArE~LINE (WLm)= <br />CALCULATED WA1ERLINE (WLc)= <br />(WLm'WLc)/yLm * 100 = <br /> <br />MAX MEASURED dEPTH (Dm)' <br />MAX CALCULATE9 DEPTH (Dc)- <br />(Dm-Dc)/Dm * 1100 <br /> <br />0.84 cfs <br />0.84 cfs <br />'0.0 X --- <br /> <br />RECOMMENDED INSTREAM FLOW: <br /> <br />========a=====a=====~===== <br /> <br />FLOW (CFS) <br /> <br />PERIOD <br /> <br />0.60 ft <br />0.60 ft <br />-0.1 X~ <br /> <br />========== <br /> <br />0.30 ft <br />0.30 ft <br />0.1 X-- <br /> <br />O.ci 10 <br />o. 3 <.( <br /> <br />S;c...M"",-U-- <br />U,,,,+er <br /> <br />MEAN VELOCITY1 <br />NANNING'S N= <br />SLOPE= <br /> <br />1.33 ft/sec <br />0.045 <br />0.0168 ft/ft <br /> <br />.4 * Qm = <br />2.5.* QRF <br /> <br />0.3 cfs <br />2.1 efa <br /> <br />~~:~::~:.:~:=t::~::~:~~~~ <br /> <br />C}. .fl ~ Co.. <br /> <br />pJ- <br />I <br />Y' <br />I <br />I <br />I <br />.~m~ Ir,G~..~..... _,...!JJ...I!'.1.......... ..~:.~Jt"If..7.. <br /> <br />CWC8 REVIEW BY: . .............. ..... ..... n.' ... ..... n........................... n DATE............... n.. n. <br /> <br />I <br />I <br />I <br />I <br />I <br /> <br />CJ I Cf" C~l w.ll sc.+'J~ <br /> <br /><..1\ <br /> <br />5 c:ter,~ CUe cc..!"....\,,*'-q"ll <br />M f-' "1" .-h..h I.. } <br /> <br />t~ .9113 c." <br /> <br />~,:ly .....\.\ u, l\ Sd-,l~'t dl ...1--- <br /> <br />~ r.-, +..,.,... C' e. Q ~ I",'" lDl-r.'M( <br />~~ ,t:'~c,r_.~r=-~~~l",l <br />u . <br />