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Influence of infiltration on suspended sediment under waves

机译:波浪作用下入渗对悬浮泥沙的影响

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The effect of percolation through a permeable bed on sediment suspension under regular waves was examined in a laboratory wave tank(28 m×1 m×1 m), using acoustic backscatter sensors to make rapid(3 Hz)suspended sand profile measurements(0.005 m vertical resolution). Waves of 1.7 s period and heights ranging from 0.14 to 0.185 m were used over sand with a D_50 of 255μm. Infiltration velocities of 0-5.0×10~-4 m s~1 were used. With percolation through an initially flat bed, ripple development was suppressed, particularly at lower wave heights; ripples took longer to form and were more three- dimensional. Suspension was also suppressed.
机译:在实验室波箱(28 m×1 m×1 m)中,使用声后向散射传感器进行快速(3 Hz)悬浮砂剖面测量(0.005 m),研究了规则波下通过可渗透床的渗透对沉积物悬浮的影响。垂直分辨率)。在D_50为255μm的沙地上使用1.7 s周期的波,高度在0.14至0.185 m范围内。渗透速度为0-5.0×10〜-4 m s〜1。通过最初的平坦床层的渗滤,抑制了波纹的形成,特别是在较低的波高下;波纹形成的时间更长,而且更三维。暂停也被禁止。

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