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<br />
<br />CWCR FLOODPLAIN STUDY REVIEW
<br />
<br />0/- $!>q (1"1<17)
<br />Res. No. 0/-<;;40 (1"l'l'1)
<br />
<br />."Hydraulics:
<br />Item Note
<br />No. Item Yes No N/A No:
<br />HC-! Is the hydraulics method applicable to the channel? )8( D D i
<br />HC-2 Is the hydraulics method properly applied? D D D 2-
<br />-
<br />HC-3 Are the hydraulics input parameters generally correct? D 0 D ~.
<br />HC-4 Is the roughness coefficient applicable for the channel at
<br /> the time of the study? c. D D 43
<br />HC-S Is the roughness coefficient applicable for the current
<br /> channel? D D D .2
<br />HC-6 Are there backwater effects on the floodplain that are not
<br /> addressed in the hydraulics calculations? D D D -L
<br />HC-7 Are there potential split flows upstream that may inundate
<br /> more/different area than shown on the map? D D D .!:L
<br />HC-8 Are there potential backwater affects downstream that
<br /> may inundate more/different area than shown on the map? D D D -.::L
<br />HC-9 Is there evidence that the channel alignment has shifted
<br /> since the study was performed? D D D "5
<br />HC-tO Have ri ver cross-sections been graphically plotted? )iIJ D D
<br />HC-ll Have water surface profiles been graphically plotted? Ill: D D
<br />HC-!2 Does hydraulic information for approximate streams meet
<br /> requirements of rule 6.C? D [\ D ~
<br />HC-13 Does hydraulic information for detailed streams meet
<br /> requirements of rule S.C? )! D D
<br />Comments:
<br />Note
<br />No. Note
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