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<br />
<br />.4 . Qm =
<br />2,5 . Qm=
<br />
<br />25.24 efs
<br />25.45 efs
<br />-0,8 %
<br />2.15 ft
<br />2,20 ft
<br />-2.5 %
<br />1,70 ft
<br />1.70 ft
<br />0.2 %
<br />1,12 fUsee
<br />0.225
<br />0,02992366 fUft
<br />10,1 efs
<br />63.1 efs
<br />
<br />,
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<br />RECOMMENDED INSTREAM FLOW:
<br />===========J=================
<br />
<br />STREAM NAME:
<br />XS LOCATION:
<br />XS NUMBER:
<br />
<br />San Miguel River
<br />d/s of 2nd set of falls
<br />3
<br />
<br />SUMMARY SHEET
<br />
<br />MEASURED FLOW (Qm)=
<br />CALCULATED FLOW (Qc)=
<br />(Qm-Qe)/Qm. 100 =
<br />
<br />FLOW (CFS)
<br />
<br />PERIOD
<br />
<br />-----------
<br />-----------
<br />
<br />-.-------
<br />-.-------
<br />
<br />MEASURED WATERLINE (WLm)=
<br />CALCULATED WATERLINE (WLe)=
<br />(WLm-WLe)/wLm. 100 =
<br />
<br />MAX MEASURED DEPTH (Dm)=
<br />MAX CALCULATED DEPTH (Dc)=
<br />(Dm-De)/Dm. 100
<br />
<br />MEAN VELOCITY=
<br />MANNING'S N=
<br />SLOPE=
<br />
<br />RATIONALE FOR RECOMMENDATION:
<br />
<br />-----------------------------
<br />-----------------------------
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<br />RECOMMENDATION BY: ",.,..',..,..,.,' ....,.....,....,.'" ............,...............,... AGENCy......,.., ,...."."".,' .,.,...,... ,....J,' ..,....", ..,...., DAlE........, ...", ...,..'"."..",..,.
<br />I . '
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<br />CWCB REVIEW BY: ......,..,...",."....,."..,' ,...,.,.., ,.,..,..,..,..,..,..,.....,.. ......' ,.", ,."....., .............................,....,....!....,. .............., DAl E:.................",.",."".., ..,..',
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