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6775 <br />6755 <br />z <br />0 <br />ti <br />W <br />J <br />W <br />6735 <br />6715 <br />6600 <br />' <br />z <br />0 <br />w <br />J <br />W <br />6560 <br />6540 <br />6550 <br />z <br />0 <br />6530 <br />W <br />W <br />6510 <br />PEAK FLOOD LEVEL <br />CONTAINING 7171 CFS <br />CHANNEL CROSS SECTION <br />AT UPSTREAM BOUNDARY OF SECTION 25 <br />200' <br />Q - \ L1.49 /( p 2/3)( S 1/2 <br />n 1 <br />WHERE , n = 0.05 <br />s=0.03 ft. /ft. <br />a= 465.0 sq. ft. <br />p = 90 ft. <br />Q = 7171 CFS <br />260' <br />100' 200' <br />F ORE <br />) SORTER <br />PEAK FLOOD LEVEL <br />CONTAINING 700` - ':FS (� <br />Q = /1.491 \p2 /3)(S 1/21 <br />WHERE, n = 0.05 / <br />s =0.03 ft. /ft. <br />a = 531.0 sq. ft. <br />p = 130 ft. <br />Q = 7001 CFS <br />CHANNEL CROSS SECTION <br />ADJACENT TO ORE SORTER <br />rm <br />e <br />CHANNEL CROSS- SECTIONAL AREA <br />100 200 MUST <br />CFONTAIN A MINIMUM OF <br />PEAK FLOOD LEVEL <br />CONTAINING 7004 CFS l <br />_ — Q = /I.n9/(p2/3)( SI /21 <br />WHERE, n =0.05 / <br />s =0.03 ft. /ft. <br />a=376.0 sq. ft. <br />p = 55 ft. <br />Q = 7004 CFS <br />CHANNEL CROSS SECTION <br />AT DOWNSTREAM BOUNDARY OF SECTION 25 <br />111 11 111 1 1 1 11 1 1 1 11 1 11 111 1 1 11 1 1 11 1 1 1 <br />20581 <br />17 30c) <br />FIGURE 2.2 - 1 <br />