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Table 4, North Breach Post May 5, ~1 <br />Rating Table for Sharp Crested Rectangular Weir <br />Project Description <br />Worksheet Weir - 1 <br />Type Sharp Crested Rectangular We <br />Solve For Discharge <br />Input Data <br />Crest Elevation 5,032.00 ft <br />Tallwater Elevation 0.00 tt <br />Discharge Coefficient 3.33 US <br />Crest Length 100.00 ft <br />Number of Contraction: 0 <br />Attribute Minimum Maximum Increment <br />Headwater Elevation (K) 5,032.00 5,038.50 0.50 <br />Headwater <br />Elevation <br />(H) Discharge <br />(cfs) Velocity <br />(Ws) <br />5,032.00 NIA N/A <br />5.032.50 117.73 2.35 <br />5,033,00 333.00 3.33 <br />5,033.50 61176 4.08 <br />5,034.00 941.87 4.71 <br />5.034.50 1.316.30 5.27 <br />5,035.00 1,730.32 5.77 <br />5,035.50 2,18045 6.23 <br />5,036.00 2,664.00 6.fi6 <br />5,036,50 3,178.80 7.06 <br />5,037.00 3.723.05 745 <br />5,037.50 4,295 25 7.81 <br />5,030,00 4,894.08 8.16 <br />5,038 50 5,518.41 8.49 <br />Notes: <br />Represents the conditions of the North Breach post May 5, 2001. <br />Assumes the opening is 7 feet deep by 100 feet wide <br />Location is identified as North Breach on Figure 3.2 <br />Project Engineer: Brian Wootl <br />c~Vlaestatl\fmw\coIt102 fm2 Lidatane and Asaociatas FlowMaster v6.1 [614kj <br />11/30/01 09'36'x8 AM O Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06706 USA (203) 755-7666 Page 1 or 1 <br />