Relative Contributions of Bed Load and Suspended Load to Sediment Transport Under Skewed‐Asymmetric Waves on a Sandbar Crest
Relative Contributions of Bed Load and Suspended Load to Sediment Transport Under Skewed‐Asymmetric Waves on a Sandbar Crest
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沙洲顶斜非对称波作用下床质荷载和悬荷载对泥沙输移的相对贡献
DOI:
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发表时间:
2019
期刊:
影响因子:
--
通讯作者:
J. Calantoni
中科院分区:
文献类型:
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作者:
R. Mieras;J. Puleo;Dylan L. Anderson;T. Hsu;D. Cox;J. Calantoni
A large ‐ scale laboratory experiment was conducted to evaluate cross ‐ shore sediment transport and bed response on a sandbar under erosive and accretive fi eld ‐ scale wave conditions (total of 11 cases). Unprecedented vertical resolution of sediment concentration was achieved through the use of conductivity concentration pro fi lers alongside miniature fi ber optic backscatter pro fi lers. Observations were made of intrawave (phase ‐ averaged) and wave ‐ averaged cross ‐ shore sediment fl ux pro fi les and transport rates in the lower half of the water column on the crest of a sandbar. The net sediment transport rate was partitioned into suspended sediment (SS) and bed load (BL) components to quantify the relative contributions of SS and BL to the total sediment transport rate. Net SS transport rates were greater than net BL transport rates for the positive (wave crest) half ‐ cycle in 6 of 11 cases, compared to 100% (11 of 11) for the negative (wave trough) half ‐ cycle. Net (wave ‐ averaged) BL transport rates were greater, in magnitude, than net SS transport rates for 7 of the 11 cases. The dominant mode of transport was determined from the ratio of net BL to net SS transport rate magnitudes. The net transport rate was negative (offshore ‐ directed) when SS dominated and positive (onshore ‐ directed) when BL dominated. Net BL transport rate correlated
影响因子:
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作者:
A. DominicA.vander;J. Zanden;T. O'Donoghue;D. Hurther;I. Cáceres;S. McLelland;J. Ribberink
通讯作者:
A. DominicA.vander;J. Zanden;T. O'Donoghue;D. Hurther;I. Cáceres;S. McLelland;J. Ribberink
DOI:
10.1061/(asce)ww.1943-5460.0000209
发表时间:
2014-01-01
影响因子:
2.2
作者:
Lanckriet, Thijs;Puleo, Jack A.;Russell, Paul
通讯作者:
Russell, Paul