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6-99 <br />Appendix A <br />ne ~ nt + no (see 7th step. page B. 6, Supplement B, <br />• NEH-S) <br />0.0333 + 0.005 <br />= 0.0383 <br />Se ~ So ~ 0.00520 <br />_ (0.0333l0.0383)~ 0.00520 ~ <br />= 0.00393 <br />Tall. 4 dm , <br />= 4 0.03609 <br />1:444 pounds per sq. ft. <br />Tact. -Tall. <br />YR SL = 4 dm <br />= 1.444/(62.4 0.00393) <br />= 5.884 ft <br />y = R = 5.884 ft <br />gmax = (1.486/ne)yx/~ o <br />_ (1.486/0.0383)(5.884)x/3 0.005 0 <br />= 53.6 cfs/ft <br />(b) Dd dm/[(100 - m)/100] <br />= 30 0.3609 <br />= 3.61 ft <br />Therefore, the maximum steady-state unit discharge that would limit scour <br />• by permitting armoring is approximately 54 cfs/ft. The expected depth of <br />degradation before complete armoring (one layer) is almost 4 feet. <br />