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<br />Figure 3 <br /> <br />DRAINAGE CHANNEL LINING DESIGN <br /> <br />PROJECT: <br />STATION TO STATION <br />DRAINAGE AREA = <br />HYDROLOGIC COMPUTATIONS: <br /> <br />DATE: <br />DESIGNER: <br /> <br />ACRES <br /> <br />DESIGN FLOW: 0 _ = <br />DESIGN FLOW FOR TEMPORARY LINING: <br />SOIL ERODIBILITY: <br />CHANNEL DESCRIPTION: <br /> <br />cfs <br />0_ <br /> <br />cfs <br /> <br />= <br /> <br />MAX, TOP WIDTH = <br /> <br />ft. <br /> <br />S = <br />o <br /> <br />AVAILABLE LININGS: <br /> <br /> dmax dmax A A R <br />LINING B S- Bd d R V O=AV T REMARKS <br /> <br />18 <br /> <br />e <br /> <br />.!l <br /> <br />~ <br /> <br />e <br /> <br />. <br /> <br />$ <br /> <br />e <br />