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none, Drainage Facility Covenant; Re, Miscellaneous, Other C A zoNen. C ° 4? z". 3 l • te. Cgs. 2- . 4 71-1°. A 14: I 4. to9 Rapt.) IR 5 Co °�o Ext roethre 9 64 CO. ktG)(itA kr-0;c- kcu52_, .� t''01,6eGoe4,-(? (// 0108- • Worksheet • Worksheet for Circular Channel Project Description Worksheet Circular Channel Flow Element Circular Channel Method Manning's Formu Solve For Full Flow Slope Input Data • Mannings Coeffic).010 Diameter 18.0 In Discharge 31.70 cfs Results Channel Slope 053894 ft/ft Depth 1.50 ft Flow Area 1.8 ft2 Wetted Perime 0.00 ft Top Width 0.00 ft Critical Depth 1.49 ft Percent Full 100.0 % Critical Slope 051270 ft/ft Velocity 17.94 ft/s Velocity Head 5.00 ft Specific Energ. 6.50 ft Froude Numbe 0.00 Maximum Disc 34.10 cfs Discharge Full 31.70 cfs Slope Full 053894 ft/ft Flow Type N/A Project Engineer:Dan Bolton untitled.fm2 BOLTON ENGINEERING CORPORATION FlowMaster v7.0[7.00051 01/10/08 10:07:10 AM O Haestad Methods,Inc. 37 Brookside Road Waterbury,CT 06708 USA +1-203-755-1666 Page 1 of 1 Worksheet410 Worksheet for Circular Channel Project Description Worksheet Circular Channel Flow Element Circular Channel Method Manning's Formu Solve For Full Flow Slope Input Data Mannings Coeffic7.010 Diameter 18.0 in Discharge 31.70 cfs Results Channel Slope 053894 ft/ft Depth 1.50 ft Flow Area 1.8 ft2 Wetted Perime 0.00 ft Top Width 0.00 ft Critical Depth 1.49 ft Percent Full 100.0 % Critical Slope 051270 ft/ft Velocity 17.94 ft/s Velocity Head 5.00 ft Specific Energ 6.50 ft Froude Numbe 0.00 Maximum Disc 34.10 cfs Discharge Full 31.70 cfs Slope Full 053894 ft/ft Flow Type N/A Project Engineer: Dan Bolton untitled.fm2 BOLTON ENGINEERING CORPORATION FlowMaster v7.0[7.0005] 01/10/08 10:07:10 AM ©Haestad Methods,Inc. 37 Brookside Road Waterbury,CT 06708 USA +1-203-755-1666 Page 1 of 1 C I L\ 164 C = 0 . 9 '3 1 . e.. 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