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contributor authorBernard O. Bauer
contributor authorMark S. Lorang
contributor authorDouglas J. Sherman
date accessioned2017-05-08T21:10:23Z
date available2017-05-08T21:10:23Z
date copyrightJuly 2002
date issued2002
identifier other%28asce%290733-950x%282002%29128%3A4%28152%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/41441
description abstractThe subaqueous portion of a levee bank in the Sacramento–San Joaquin River Delta of central California was instrumented to quantify the impact of boat-generated waves. Typical erosion rates associated with recreational craft are too small for direct measurement of bank retreat on a per-boat-passage basis; therefore, two independent analytical methods of estimating linear erosion were developed based on colocated suspended sediment concentration and velocity time series. The algorithms were tested using data measured during a field experiment in which a 7.5 m boat was driven past the site over a range of speeds to generate waves of varying size. A cross-shore array of electromagnetic current meters and optical back-scatterance sensors measured the character of boat-generated waves and the resultant sediment suspension. In near-bank, shallow-water
publisherAmerican Society of Civil Engineers
titleEstimating Boat-Wake-Induced Levee Erosion using Sediment Suspension Measurements
typeJournal Paper
journal volume128
journal issue4
journal titleJournal of Waterway, Port, Coastal, and Ocean Engineering
identifier doi10.1061/(ASCE)0733-950X(2002)128:4(152)
treeJournal of Waterway, Port, Coastal, and Ocean Engineering:;2002:;Volume ( 128 ):;issue: 004
contenttypeFulltext


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