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deposited sediment settlement and consolidation mechanisms

Water Science and Engineering 2015年第4期8卷 335-344页

作者： Shuai-jie Guo Fu-hai Zhang Xu-guo Song Bao-tian Wang The Third Railway Survey and Design Institute Group Corporation School of Civil Engineering Southwest Jiaotong University Geotechnical Research Institute Hohai University

In order to study deposited sediment settlement and consolidation mechanisms, sediment settlement experiments were conducted using a settlement column. Based on the experimental results, sediment settlement stage definition, excessive pore pressure （EPP） dissipation, and consolidation constitutive equations are discussed. Three stages, including the free settlement, hindered settlement, and self-weight consolidation settlement stages, are defined. The results of this study show that sediment settlement is mainly affected by the initial sediment concentration and initial settlement height, and the interface settlement rate is linearly attenuated with time on bilogarithmic scales during the hindered settlement and self-weight consolidation settlement stages. Moreover, the deposited sediment layer in the self-weight consolidation settlement stage experiences large strains, and the settlement amount in this stage is about 32% to 59% of the initial height of deposited sediment. EPP is nonlinearly distributed in the settlement direction, and consolidation settlement is faster than EPP dissipation in the self-weight consolidation settlement stage. Consolidation constitutive equations for the hydraulic conductivity and effective stress, applicable to large-strain consolidation calculation, were also determined and fitted in the power function form.

关键词： sediment settlement experiment deposited sediment Self-weight consolidation Large-strain consolidation Interface settlement rate Consolidationconstitutive equation

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Abiotic predictors of fine sediment accumulation in lowland rivers

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International Journal of sediment Research 2022年第1期37卷 128-137页

作者： Morwenn McKenzie Judy England Ian D.L.Foster Martin A.Wilkes Geography and Environment Loughborough University Centre for Agroecology Water & Resilience Coventry University Research Environment Agency Howbery Park Environmental and Geographical Sciences University of Northampton Learning Hub University Drive Geography Department Rhodes University

The delivery of excessive fine sediment (particles<2 mm in diameter) to rivers can cause serious deleterious effects to aquatic ecosystems and is widely acknowledged to be one of the leading contributors to the degrad... 详细信息

The delivery of excessive fine sediment (particlessediment can be *** aim of this study was to provide further insights into the environmental variables controlling sediment accumulation in lowland gravel bed *** sampled 21 sites,during spring and autumn,selected to cover a gradient of excess fine *** sediment was sampled using a range of methods including visual assessments,the disturbance method,and suspended sediment concentrations.A range of abiotic predictors was measured during sampling,and hydrological and antecedent flow indices were derived from local flow gauging station *** results show reach scale visual estimates of fine sediment to be significantly and highly correlated with fully quantitative estimates of total surface *** regression analysis showed that flow variables (regime,antecedent,and local flow characteristics)were strong predictors of deposited sediment metrics but poor predictors of suspended *** content was shown to be relatively independent of total sediment quantity and is likely driven by other factors which influence the supply and breakdown of organic matter.

关键词： deposited sediment Suspended sediment Visual assessments Disturbance sediment sampling

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