2014
DOI: 10.1007/s00367-014-0381-3
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Experimental study of cohesive sediment consolidation and resuspension identifies approaches for coastal restoration: Lake Lery, Louisiana

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Cited by 25 publications
(14 citation statements)
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References 34 publications
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“…The analysis reveals that bed sediment is comprised mostly of silt and clay with a D50 of approximately 10 microns, and it is consistent with other regional studies that these particles are carried in suspension as flocs (Lo et al 2014). Kolmogorov micro-scale estimates indicate the water column can sustain flocs on the order of 600-1,000 microns at St1, St2, and St4, and potentially larger flocs at St3.…”
Section: Sediment Dynamicssupporting
confidence: 89%
“…The analysis reveals that bed sediment is comprised mostly of silt and clay with a D50 of approximately 10 microns, and it is consistent with other regional studies that these particles are carried in suspension as flocs (Lo et al 2014). Kolmogorov micro-scale estimates indicate the water column can sustain flocs on the order of 600-1,000 microns at St1, St2, and St4, and potentially larger flocs at St3.…”
Section: Sediment Dynamicssupporting
confidence: 89%
“…10.1029/2020JC016146 10 of 16 indicate fine-grained suspended material is transported as cohesive flocs (Lo et al, 2014). Floc formation and sustainability is controlled by the mechanical shearing force as measured by G (Equation 5).…”
Section: Sediment Dynamicsmentioning
confidence: 99%
“…The GEMS system was composed of a laptop, a power control box, two turbidimeters, a pump controller, two rotating motors, two erosional heads, two sediment chambers, source water, collection bottles, and a suction filtration system. An illustration and a picture of the GEMS system can be found in Lo et al [25] and Xu et al [18], respectively. Sediment was eroded from the core top by applying a shear stress via a magnetically-coupled rotational head.…”
Section: Field Measurement Of Erodibilitymentioning
confidence: 99%
“…For comparison with GEMS results, Lo et al [25] calculated wave-induced shear stress in a variety of wind speed, fetch and depth conditions for coastal bays. Here fetch is defined as the distance over water that the winds blow in the same direction.…”
Section: Wave and Shear Stress Calculationmentioning
confidence: 99%
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