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<br /> <br />I <br /> <br />I <br /> <br />~ <br /> <br />~ <br /> <br />STREAM NAME: <br />XS LOCATION: <br />XS NUMBER: <br /> <br />Thomas Creek <br />0.35 mi. upstream from BLM-private boundary <br />1 <br /> <br />MEASURED FLOW (Qm)= <br />CALCULATED FLOW (Qe)= <br />(Qm-Qe)/Qm * 100 = <br /> <br />MEASURE9 WATERLINE (WLm)- <br />CALCULATED WATERLINE (WLe)= <br />(WLm-WLe)/WLm * 100 = <br /> <br />MAX MEASURED DEPTH (Dm)= <br />MAX CALCULATED DEPTH (De)= <br />(Dm-De)/Dm * 100 <br /> <br />MEAN VELOCITY= <br />MANNING'S N= <br />SLOPE= <br /> <br />.4 * Qm = <br />2.5 * Qm= <br /> <br />RATIONALE FOR RECOMMENDATION: <br /> <br />----------------------------- <br />----------------------------- <br /> <br />SUMMARY SHEET <br /> <br />1.97 cfs <br />1.97 cfs <br />-0.0 % <br /> <br />RECOMMENDED INSTREAM FLOW: <br /> <br />-------------------------- <br />-------------------------- <br /> <br />FLO\I (CFS) <br /> <br />PERIOD <br /> <br />6.S2 fL <br />6.52 ft <br />-0.0 % <br /> <br />-- <br />---------- <br /> <br />~.53 <br />II Cl? <br /> <br />Sl.\.,M (V) e<'" <br />W ,v')-ter <br /> <br />0.32 ft <br />0.32 ft <br />-0.0 % <br /> <br />1.40 ft/see <br />0.072 <br />0.0412 ft/ft <br /> <br />0.8 efs <br />4.9 efs <br /> <br />$ fA, MMe.r CP:: .2 ~5 3 J d'IS &; eJ .c..t l J c it't.~ r) c.- <br />O. ~-t er-' I)~ It v'? _~d-u~es: ~ a (JI. I dlO <br />~ "~...,',... Dlt'lt ~ .' <br /> <br />RECOMMENDATION ,r/:) ~. . ~. ....... ACENcr... rl3.?~.;/~ . . .. . . ... DATE'.. .r.1""? ?I'fl. . . <br /> <br />CWCB REVIEW BY: .................................................................... DATE:..................... <br />