Titlebook: Estuarine Cohesive Sediment Dynamics; Proceedings of a Wor Ashish J. Mehta Conference proceedings 1986 Springer-Verlag New York, Inc. 1986

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書目名稱Estuarine Cohesive Sediment Dynamics影響因子(影響力)




書目名稱Estuarine Cohesive Sediment Dynamics影響因子(影響力)學(xué)科排名




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書目名稱Estuarine Cohesive Sediment Dynamics網(wǎng)絡(luò)公開度學(xué)科排名




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書目名稱Estuarine Cohesive Sediment Dynamics被引頻次學(xué)科排名




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書目名稱Estuarine Cohesive Sediment Dynamics年度引用學(xué)科排名




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書目名稱Estuarine Cohesive Sediment Dynamics讀者反饋學(xué)科排名

commodity

The Significance of Aggregate Properties to Transport Processes,er higher than that of the depositing aggregates. The rate of deposition of suspended aggregates under a given bed shear stress depends on the strength of the bond between the depositing aggregate and the bed. Further, as material accumulates on the bed, the mounting overburden crushes the lower agg

consolidate

The Transition from Sediment Suspension to Settling Bed,of sedimentation or the initial concentration) and varies also with time. There is therefore not a simple criterion to determine when a suspension behavior begins to change to that of a settling bed. Rather, an understanding of the basic physical processes is required.

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bourgeois

Influence of Biota on Erodibility of Sediments,et influence of communities of biota on sediments, especially when both stabilizing and destabilizing influences are possible, as with organisms whose bioturbation stimulates microbial growth as well as stirs the sediment.

Lucubrate

Characterization of Cohesive Sediment Properties and Transport Processes in Estuaries,rther effort is required in understanding the behavior of high density suspensions under currents as well as waves. The bed stabilizing influence of resistive microbial films is an important factor which as well requires quantification through additional investigation.

Lucubrate

objection

Interaction Between Surface Waves and Muddy Bottom Sediments,ratio. The surface wave-mud wave interaction for hurricane waves is significant and causes wave heights of 70 ft (21.3 m) and 80 ft (24.4 m) in deep water to decrease to values of from 10 ft (3.0 m) to 25 ft (7.6 m) at a water depth of 50 ft (15 m). Soil response during this wave-mud interaction is

騙子

A Review of Mixture and Non-Local Continuum Mechanics with Example Applications to Cohesive Sedimenfor three different integral kernels is studied. All three models exhibit dispersion at low frequencies; however, there seems to be little practical difference between the solutions associated with the different kernels. The plane shear problem is also investigated. The analysis reveals displacement

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Conference proceedings 1986guiding force to many within the small group of researchers in cohesive sediment dynamics, and his professional brilliance and inspirational personal qualities constituted the true spirit . behind the workshop. I trust this volume will serve, albeit in a small way, as a fitting memory to this spirit