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Journal ArticleDOI

Local erosion caused by rapid forced infiltration

Brian B. Willetts, +1 more
- 01 Dec 1975 - 
- Vol. 101, Iss: 12, pp 1477-1488
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TLDR
In this article, a stable bed feature is arrived at when the two effects are so balanced that the transport rate of bed load is the same in the suction zone as elsewhere.
Abstract
Examination of the stream bed over a water intake buried beneath it revealed a scoured hole with a dune downstream. Laboratory experiments result in the same kind of feature, providing the bed material is too penetrative to ripple. Theoretical treatment based on momentum changes in the suction zone and limited to two dimensions reproduces, with reasonable success, the behavior of beds of medium sand in a narrow laboratory flume. Grains move faster in the suction zone than elsewhere and their increased reluctance to settle is offset by increased stability of the stationary grains. A stable bed feature is arrived at when these two effects are so balanced that the transport rate of bed load is the same in the suction zone as elsewhere.

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Journal ArticleDOI

Swash infiltration-exfiltration and sediment transport

TL;DR: In this article, the authors used field measurements of vertical pore-pressure gradients within the bed to quantify instantaneous (8 Hz) rates of swash infiltration-exfiltration across the beach face.
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Beach groundwater dynamics

TL;DR: In this article, the authors present a review of the literature on the interaction between surface and groundwater flows in the swash zone and identify research questions that need to be answered before sediment transport can be successfully modelled.
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Measurements and modelling of beach groundwater flow in the swash-zone: a review

TL;DR: In this paper, the authors present a review of the research on beach groundwater dynamics and identify research questions which will need to be answered before swash zone sediment transport and beach profile evolution can be successfully modelled.
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Velocity Distribution of Turbulent Open-Channel Flow with Bed Suction

TL;DR: In this paper, the authors investigated theoretically and experimentally the velocity distributions of turbulent open channel flow with bed suction, and derived a modified logarithmic law based on this assumption.
Journal ArticleDOI

Modified Logarithmic Law for Velocity Distribution Subjected to Upward Seepage

TL;DR: In this article, a modified logarithmic law is derived to describe the velocity distribution in open-channel flow with an upward seepage, and the roughness function is found to be dependent on the boundary Reynolds number.
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