Tidal Power 1972
DOI: 10.1007/978-1-4613-4592-3_20
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A Mathematical Model of the Effect of a Tidal Barrier on Siltation in an Estuary

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Cited by 6 publications
(3 citation statements)
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“…In the area known as the Mud Reaches, 45-53 km upstream of the mouth, there are extensive deposits of silt, and a turbidity maximum with SSC ranging between 0. 1-5.5 kg m^^ (Owen and Odd, 1970). Field investigations (Inglis and Allen, 1957) and two-layer numerical modeling of Odd and Owen (1972) found that the null point is usually located in this area, and the turbidity maximum and sedimentation there are due mainly to silt transported in the lower layers jfrom both the upstream and downstream directions.…”
Section: Thames Rivermentioning
confidence: 97%
“…In the area known as the Mud Reaches, 45-53 km upstream of the mouth, there are extensive deposits of silt, and a turbidity maximum with SSC ranging between 0. 1-5.5 kg m^^ (Owen and Odd, 1970). Field investigations (Inglis and Allen, 1957) and two-layer numerical modeling of Odd and Owen (1972) found that the null point is usually located in this area, and the turbidity maximum and sedimentation there are due mainly to silt transported in the lower layers jfrom both the upstream and downstream directions.…”
Section: Thames Rivermentioning
confidence: 97%
“…Owen [77] suggested that the impact of temperature on the floc settling velocity is primarily dependent on the viscosity of the suspending liquid. According to the Stokes equation, higher temperatures correspond to lower kinematic viscosity coefficients, resulting in faster sediment settling velocities.…”
Section: Temperaturementioning
confidence: 99%
“…The dynamics of estuaries are influenced by the seasonal cycles linked to the floods caused by the tides (downstream) and the inflow of water from the catchment area (upstream). The beds, meanders, swamps, banks, and terraces of estuaries are always subject to the dynamics of the currents that can reshape them (Hansen and Rattray, 1966;Owen and Odd, 1972;Lambiase, 1980;Amos and Mosher, 1985;Shi et al, 1995;Strang and Fernando, 2001;Orton and Kineke, 2001). In all estuaries, the bed, meanders, banks, and terraces are constantly reshaped by the water flows cycles; by continued or alternative filling/erosion of materials; by different water levels and different salinity values, by suspensions coming from river or from the sea, creating a "permanently unstable" area.…”
Section: General Concepts and Definitionsmentioning
confidence: 99%