scholarly journals Erosional and depositional behaviour of cohesive sediments across aquatic environments

2021 ◽  
Author(s):  
Juliet Rounce ◽  
Andrew Manning
2021 ◽  
pp. 116953
Author(s):  
Xiaoteng Shen ◽  
Mingze Lin ◽  
Yuliang Zhu ◽  
Ho Kyung Ha ◽  
Michael Fettweis ◽  
...  

2020 ◽  
Author(s):  
Jonathan Wheatland ◽  
Kate Spencer ◽  
Stuart Grieve ◽  
Chuan Gu ◽  
Simon Carr ◽  
...  

<p>Within coastal and estuarine environments suspended cohesive sediments that are often closely associated with carbon, nutrients, pathogens and pollutants form aggregates commonly known as ‘flocs’. Understanding the settling dynamics and eventual fate of flocculated sediment is therefore a major issue for the management of aquatic environments. Several factors have been reported to influence the hydrodynamic behaviour of flocs, including size, shape, density and porosity. Recent evidence suggests that of these shape exerts the greatest influence on settling rates. Yet means of characterising shape have been limited to easy to measure quantities such as fractal dimension and circularity measured in 2-dimensions (2D) that fail to capture the highly complex, irregular geometries of sediment flocs. However, recent improvements in sampling methods, 3D imaging capabilities and data processing software enable for the first time the characterisation of flocs based on their 3D morphology.</p><p>This study compares the morphologies of natural and artificial flocs generated under different environmental conditions. By employing a novel apparatus for the capture, immobilisation and handling of delicate floc samples, 3D X-ray micro-computed tomography (X-ray µCT) scans are successfully obtained and used to derive accurate volumetric reconstructions of tens of thousands of individual flocs. Using these datasets we compare different methods for describing shape, and test these for their ability to predict floc settling behaviours.</p>


1996 ◽  
Vol 33 (9) ◽  
pp. 215-220 ◽  
Author(s):  
Chandramouli Nalluri ◽  
Aminuddin Ab. Ghani

A list of available codes of practice for self-cleansing sewers is presented and a review of appraisals of minimum velocity criterion is summarised. Comparisons of newly developed “minimum velocity” criteria and “minimum shear stress” criterion are presented. Some design charts are also given. These charts are applicable to non-cohesive sediments (typically storm sewers). It appears that sediment size and concentration need to be taken into account, and that a limited depth of sediment bed is recommended for large pipes (diameters > 1000 mm) to maximise their transport capacity.


1976 ◽  
Author(s):  
G.M. Matlack ◽  
G.B. Nelson ◽  
J.H. Patterson ◽  
G.R. Waterbury

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