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Sediment transport and deposition at river mouths: A synthesis

机译:河口的泥沙输送和沉积:综合

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摘要

River-mouth process studies and comparisons of river-mouth forms from contrasting environments suggest that sediment dispersal and accumulation patterns are governed by three basic effluent forces and by tide- or wave-induced processes. Neglecting modifications by tides or waves, effluent behavior and consequent depositional patterns depend on the relative dominance of (1) outflow inertia, (2) turbulent bed friction seaward of the mouth, and (3) outflow buoyancy. Inertia-dominated effluents are characterized by fully turbulent jet diffusion, exhibit low lateral spreading angles and progressive lateral and longitudinal deceleration, and produce narrow river-mouth bars. Under most natural circumstances, inertial effects are equaled or exceeded by either turbulent bed friction or effluent buoyancy. Shallow depths immediately basinward of a river mouth enhance the effects of bed friction, causing more rapid deceleration and lateral expansion. Triangular "middle-ground" bars and frequent channel bifurcation result. Low tidal ranges, fine-grained sediment loads, and deep outlets favor strong density stratification within the lower reaches of the channels. Under such circumstances, effluents are dominated by the effects of buoyancy for at least part of the year. Buoyant effluents produce narrow distributary mouth bars, elongate distributaries with parallel banks, and few bifurcations. In macrotidal environments where tidal currents are stronger than river flow, bidirectional currents redistribute river sediments, producing sand-filled, funnel-shaped distributaries and causing linear tidal ridges to replace the distributary mouth bar. Powerful waves promote rapid effluent diffusion and decleration and produce constricted or deflected river mouths.
机译:河口过程研究和对比环境下河口形式的比较表明,沉积物的扩散和积累方式受三种基本出水力的支配。以及由潮汐或波浪引起的过程。忽略潮汐或波浪的修改 ,出水行为以及随之产生的沉积 模式取决于(1)流出惯性, (2)湍流的相对优势。床摩擦口向海,以及(3)流出 浮力。以惯性为主的流出物的特征在于完全 湍流射流扩散,展现出较小的横向扩展角 以及逐渐的横向和纵向减速,并产生 狭窄的河道。嘴巴。在大多数自然情况下,湍流床摩擦 或污水浮力等于或超过了惯性 效果。 河口立即向浅水浅的深度增大了 床摩擦的影响,导致更快的减速 和横向膨胀。三角形“中地”横条和频繁的 通道分叉结果。低潮差,细颗粒沉积物 负荷和深水出口有利于在河道下游形成强密度分层 。在这种情况下, 废水在一年的至少 部分中受浮力的影响。浮力废水产生狭窄的分流 口栏,带有平行堤岸的细长分流器和 很少的分叉。 在潮汐流较强的大潮环境中 与河水相比,双向电流重新分配了河道沉积物, 产生了沙土状,漏斗形的分流器,并导致 线性潮汐脊代替了分流口。强大的 波可促进废水快速扩散和分离,并产生 收缩或偏转的河口。

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  • 来源
    《GSA Bulletin》 |1977年第6期|857-868|共12页
  • 作者

    L. D. WRIGHT;

  • 作者单位

    Coastal Studies Unit, Department of Geography, The University of Sydney, Sydney, N.S.W., Australia 2006;

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