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able 3, North Breach Pre May 5, 2U01 <br />Rating Table for Sharp Crested Rectangular Weir <br />Project Description <br />Worksheet We1r-1 <br />Type Sharp Crested Rectangular We <br />Solve For Discharge <br />Input Data <br />Crest Elevation 5,035.00 ft <br />Tailwater Elevation 0 00 h <br />Discharge Coefficient 3.33 US <br />Crest Length 10.00 ft <br />Number of Contraction 0 <br />Attribute Minimum Maximum Increment <br />Headwater Elevation (ft) 5,035.00 5,039 00 0.50 <br />Headwater <br />Elevation <br />(tt) Discharge <br />(cfs) Velocity <br />(fVs) <br />5,035.00 N/A N/A <br />5.035.50 11.77 2.35 <br />5,036.00 33.30 3.33 <br />5,036.50 61.18 4.08 <br />5,037 00 94.19 4.71 <br />5,037.50 131.63 5.27 <br />5,038.00 173.03 5.77 <br />5,038.50 218.05 6.23 <br />5,039.00 266.40 6.66 <br />Notes: <br />Represents the conditions of the North Breach prior to May 5, 2001. <br />Assumes the opening Is 4 feet deep by 10 feel vride <br />Location is itlentified as North Breach on Figure 3.2 <br />Protect Engineer: Brian Wood <br />c'\haestatl\fmw\eoll102.(m2 Lltlalone antl Aasoclatea FlowMaSter v6.1 [814kJ <br />11/30/01 09.26.33 AM ®Haestatl Methotls. Inc. 37 Brooksitle Roao Waterbury, CT 06706 USA (203) 755-'1666 Page 1 of 1 <br />