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2 > (25pts) In studying sand transport by ocean waves, it was postulated that the threshold wave-induced bottom shear stress



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T2 M 2°°= (M13)? (LT2)=(24 (M24) 0 = 92+1 > Q2 = -1 0 = -392+b2+9 -7 762 = -3/2 0=-262-1 → b2 = -2 -/ S T₂ = g -3/24 Tz 쓰

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