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' e <br /> ' Triangular Channel Analysis & Design <br /> Open Channel - Uniform flow <br /> ' Worksheet Name : SCHOOL SECTICN <br /> Comment : CHANNEL A <br /> ' Solve For Oeprn <br /> Given Incur Data: <br /> Lett Side Slope. . 2. 00: 1 ( H : Vi <br /> Right Side Slope. 2, 00: 1 (H :V) <br /> Manning' s n. . . . . . 0. 030 <br /> ' Channel Slope: . : : 0, 1.300 ft/ft <br /> Discharge. 3. 00 Ct5 <br /> ' Computed Results : <br /> Depth. . . 0, 4a ft <br /> Velocity. . . . . . . . . 6. 43 fps <br /> Flow Area. . . . . . . ; 0. 47 st <br /> Flow Top Wid�h. . 1 . 93 rr <br /> Wetted Perimeter . 2, 16 <br /> Critical Depth. . . 0. 67 ft <br /> Cri.r_ical Slope. . . 0, 0219 tt/tt <br /> Froude Number. . . . 31 tflow is Suoercriricaij <br /> Open Channel Flow Module. 'per= ion 3. 12 fcj 1990 <br /> Haesrad Methods. Inc. " 37 Brookside Rd x Waterbury. Ct 06708 <br /> 1 <br />