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.] <br />S~DCAD 4.0 <br />Gopyngflt 199 pam~la-J Sehwaa <br />Civi; Software Design <br />Prospect Ditch .Sta. 15 to 52 :Q,= 3.9 <br />Material: Grass mixture <br />Bottom Sides ope 5idesiope 54ope (°rb) Retardance Freeboard Freeboard Freeboard Limiting <br />Width {ft) Ratio Ratio Classes ~ Depth (R) °Jo of Depth Muit. x ~VxD) Velodty (fps) <br />5.00 3.0:1 3;0:1 8.0 C, B f 1,00 4,0 <br /> Stability <br />Class C w/o <br />Freeboard Stability <br />Class C w/ <br />Freeboard Capacty <br />Class 8 w/o <br />Freeboard Capacity <br />Class B w/ <br />Freeboard <br />Depth: 0.36 ft <br />^~ _ 1.36 ft i ~,_.__ <br />0.55 ft 1.55 ft <br />___.~ Top Width: 7.15 ft 13.15 ft ~ 8.32 ft ~ 14.32 ft <br />Velocity: <br />-~ 1.79 fps <br />4 <br />- 1.06 fps <br />X-Section Area; 2.17 sq ft 3.68 sq ft <br />Hydraulic Radius; 0.299 ~ ~W 0:433' <br />Froude Number;. 0,57 <br />~ _ ~ 0.28 <br /> <br />Roughness Coefiitlent; <br />~ <br />0.1048 __ <br />0.2278 .,_..~_ _~.._. M_.~._-~ <br />• <br /> <br />_ .,_...... .. ._..._ _.~. r---..- .. ...-__..._._.___ .._ __ _._._._._._._ ,_._.._-------------------- <br />• SEDCAD utility Run Printed 09-23-1998 <br />Exh. 7-14D <br />24 <br />Revision Date: 7/25/06 <br />Revision No. TR-63 <br />