Marine Geological Surveying and Sampling 1990
DOI: 10.1007/978-94-009-0615-0_12
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The Use of Sediment Traps in High-Energy Environments

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Cited by 15 publications
(15 citation statements)
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“…This is of concern to the coral reef research community, for sediment tube traps are commonly used by many researchers and regulatory agencies to determine "sedimentation rates" (e.g., Almada-Villela et al, 2003;Hill and Wilkinson, 2004). The findings presented here, along with previous studies (Gardner et al, 1983;White, 1990;and Jurg, 1996;Storlazzi et al, 2004;Bothner et al, 2006), suggest the following: (a) Sediment traps should have greater than a 10:1 length-to-width ratio, and all traps used within a study should have the same size and ratio; and (b) All sediment traps in a study should be deployed with their traps openings at a similar height above the seabed. In locations where current and wave-orbital speeds are sufficient to resuspend the adjacent seabed material, the trap collection rates must be analyzed in the context of the site's hydrodynamics to determine if the trapped material resulted from local resuspension or advected from some other location.…”
Section: The Application Of Sediment Traps To Coral Reef Environmentsmentioning
confidence: 53%
“…This is of concern to the coral reef research community, for sediment tube traps are commonly used by many researchers and regulatory agencies to determine "sedimentation rates" (e.g., Almada-Villela et al, 2003;Hill and Wilkinson, 2004). The findings presented here, along with previous studies (Gardner et al, 1983;White, 1990;and Jurg, 1996;Storlazzi et al, 2004;Bothner et al, 2006), suggest the following: (a) Sediment traps should have greater than a 10:1 length-to-width ratio, and all traps used within a study should have the same size and ratio; and (b) All sediment traps in a study should be deployed with their traps openings at a similar height above the seabed. In locations where current and wave-orbital speeds are sufficient to resuspend the adjacent seabed material, the trap collection rates must be analyzed in the context of the site's hydrodynamics to determine if the trapped material resulted from local resuspension or advected from some other location.…”
Section: The Application Of Sediment Traps To Coral Reef Environmentsmentioning
confidence: 53%
“…Each trap consisted of a 30-cm long PVC pipe with an internal diameter of 5.08 cm and a plastic cap tightly affixed to one end. Accordingly, length was approximately six times greater than diameter, which is above the minimum 5:1 ratio needed to prevent re-suspension of trapped sediments in high-energy wave and current environments (White 1990, Storlazzi et al 2011. The traps were fastened, open end facing upwards at a height of 1 m above the bed, to a thin (1.9 cm in diameter) metal rod secured to a 15-kg cinder block placed horizontally on the bed.…”
Section: Waterborne Sedimentsmentioning
confidence: 99%
“…The sampling interval was set to 7 days during the first deployment Table 1). Collection efficiency of sediment traps depends on the flow velocity, the trap shape and aspect ratio (height/diameter), the tilt, and the settling velocity of particles (Baker et al, 1988;White, 1990;Buesseler, 1991 and reference therein). Despite hydrodynamic biases associated with intermittent strong currents and tilt, and different trap designs (conical and baffled PPS5 versus unbaffled cylindric PPS3), the similarities of temporal variability of near-bottom fluxes at the different sites suggests that data are robust enough to draw conclusions on the overall seasonal and interannual variability of downward particle fluxes in the study area.…”
Section: Sediment Trap Time Seriesmentioning
confidence: 99%