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<br />.. <br /> <br />e <br /> <br />e <br /> <br />. <br /> <br />STREAM NAME: <br />XS LOCATION: <br />XS NUMBER: <br /> <br />West Fork Antelope Creek <br />1/8 mi. us. from BLM road crossing <br />1 <br /> <br />SUMMARY SHEET <br /> <br />MEASURED FLOW (Qm)= <br />CALCULATED FLOW (Qe)= <br />(Qm-Qe)/Qm * 100 = <br /> <br />0.13 cfs <br />0.11 cfs <br />17.9 % <br /> <br />RECOMMENDED INSTREAM FLOW: <br /> <br />-------------------------- <br />-------------------------- <br /> <br />FLOW (CFS) <br /> <br />PERIOD <br /> <br />MEASURED WATERLINE (WLm)= <br />CALCULATED WATERLINE (WLe)= <br />(WLm-WLe)/WLm * 100 = <br /> <br />2.31 ft <br />2.32 ft <br />-0.5 % <br /> <br />---------- <br />---------- <br /> <br />MAX MEASURED DEPTH (Dm)= <br />MAX CALCULATED DEPTH (De)= <br />(Dm-De)/Dm * 100 <br /> <br />0.20 ft <br />0.19 ft <br />6.0 % <br /> <br />tJ~ If 2 <br />, I ?~ <br /> <br />~ J, '" t er <br />- <br /> <br />5 fA.- t\>\ M I!'..r <br /> <br />MEAN VELOCITY= <br />MANNING'S N= <br />SLOPE= <br /> <br />0.55 ft/see <br />0.061 <br />0.0242 ft/ft <br /> <br />\ <br />\ <br /> <br />.4 * Qm = <br />2.5 * Qm= <br /> <br />0.1 cfs \! >.;c- <br />, ?\ ' <br />0.3 cfs \..< I f.,.;l <br />o ,:: fl-J'C I <br />Ijv <br /> <br />. <br /> <br />RATIONALE FOR RECOMMENDATION: <br /> <br />----------------------------- <br />----------------------------- <br /> <br />1'\.l"Ill"l\~,'. ~i~u -n. <;.o.-htJ..:.- :s (\~3 ,>,r:'tr?n,';' <br />(' <br /> <br />~r gtJ ;:: !?'. f)~- IS 0,8:2 c~f <br />~r- Tw :: ~."")'S-' IS I, '76 d,.j, <br /> <br />M'V)lmVlIYl ~I(/..w +0 s",:h.~~t"-- .2.. 0>' ~ cntert~ <br />" <br /> <br />. 5,'.p,Q C.i./. I, C "j t:...4\1t\;t./ <br /> <br />0.., <br /> <br />. s-+~ 1'# iA.v- ~4 ,~J" l@ <br />" <br /> <br />RECOMMENDATION By0i~ 1.//.. .Cri.(C.r...... AGENCY... .G3.~~ j~.1......... DATE:.. ~)G/i t...... <br /> <br /> <br />CWCB REVIEW BY: .................................................................... DATE:..................... <br /> <br />. <br />