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able 3A, North Breach Pre May 5, 2001 <br />Rating Table for Sharp Crested Rectangular Weir <br />Protect Description <br />Worksheet Weir - 1 <br />Type Sharp Crested Rectangular We <br />Solve For Discharge <br />Input Data <br />Crest Elevation 5,033.00 fl <br />Tailwa[er Elevation 0.00 tt <br />Discharge Coefficient 3.33 US <br />Crest Length 10.00 ft <br />Number of Contraclione 0 <br />Attribute Minimum Maximum Increment <br />Headwater Elevation (H) 5,033.00 5.039.00 0.50 <br />Headwater <br />Elevation <br />(ry) Discharge <br />(cfs) Velocity <br />(ft/s) <br />5,033.00 N/A N/A <br />5,033.50 1177 2.35 <br />5,034.00 33.30 3.33 <br />5,034.50 61.18 4.08 <br />5,035.00 9419 4.71 <br />5.035 50 131 63 5.27 <br />5,036.00 173.03 5.77 <br />5,036.50 218.05 6.23 <br />5,037.00 266.40 6.66 <br />5,037.50 317.88 7.06 <br />5,038.00 372.31 7 45 <br />5,038.50 429.52 7.81 <br />5,039.00 489.41 8.16 <br />Notes: <br />Represents the conditions of the North Breach prior to May 5, 2001. <br />Assumes the opening is 6 feet deep by 10 feet vnde <br />Location is identifietl as North Breach on Figure 3.2 <br />Protect Engineer: Brian Wootl <br />c.\haes[atl\fmw\coll102.Im2 LiAatone antl Asaoclatea FlowMaster v6.t [614kJ <br />11/30/01 09'32:57 AM ®Haes[atl Methotls. Inc. 37 Brookside Roao Waterbury, CT 06708 USA (203) 755-1666 Page 1 of 1 <br />