Sediment transport on the Palos Verdes shelf, California

dc.contributor.author Ferré, Bénédicte
dc.contributor.author Sherwood, Christopher R.
dc.contributor.author Wiberg, Patricia L.
dc.date.accessioned 2010-06-08T14:45:37Z
dc.date.available 2010-06-08T14:45:37Z
dc.date.issued 2010-02-01
dc.description This paper is not subject to U.S. copyright. The definitive version was published in Continental Shelf Research 30 (2010): 761-780, doi:10.1016/j.csr.2010.01.011. en_US
dc.description.abstract Sediment transport and the potential for erosion or deposition have been investigated on the Palos Verdes (PV) and San Pedro shelves in southern California to help assess the fate of an effluent-affected deposit contaminated with DDT and PCBs. Bottom boundary layer measurements at two 60-m sites in spring 2004 were used to set model parameters and evaluate a one-dimensional (vertical) model of local, steady-state resuspension, and suspended-sediment transport. The model demonstrated skill (Brier scores up to 0.75) reproducing the magnitudes of bottom shear stress, current speeds, and suspended-sediment concentrations measured during an April transport event, but the model tended to underpredict observed rotation in the bottom-boundary layer, possibly because the model did not account for the effects of temperature–salinity stratification. The model was run with wave input estimated from a nearby buoy and current input from four to six years of measurements at thirteen sites on the 35- and 65-m isobaths on the PV and San Pedro shelves. Sediment characteristics and erodibility were based on gentle wet-sieve analysis and erosion-chamber measurements. Modeled flow and sediment transport were mostly alongshelf toward the northwest on the PV shelf with a significant offshore component. The 95th percentile of bottom shear stresses ranged from 0.09 to 0.16 Pa at the 65-m sites, and the lowest values were in the middle of the PV shelf, near the Whites Point sewage outfalls where the effluent-affected layer is thickest. Long-term mean transport rates varied from 0.9 to 4.8 metric tons m−1 yr−1 along the 65-m isobaths on the PV shelf, and were much higher at the 35-m sites. Gradients in modeled alongshore transport rates suggest that, in the absence of a supply of sediment from the outfalls or PV coast, erosion at rates of not, vert, similar0.2 mm yr−1 might occur in the region southeast of the outfalls. These rates are small compared to some estimates of background natural sedimentation rates (not, vert, similar5 mm yr−1), but do not preclude higher localized rates near abrupt transitions in sediment characteristics. However, low particle settling velocities and strong currents result in transport length-scales that are long relative to the narrow width of the PV shelf, which combined with the significant offshore component in transport, means that transport of resuspended sediment towards deep water is as likely as transport along the axis of the effluent-affected deposit. en_US
dc.description.sponsorship These studies were funded by the US Environmental Protection Agency Palos Verdes Super fund remediation project en_US
dc.format.mimetype application/pdf
dc.identifier.citation Continental Shelf Research 30 (2010): 761-780 en_US
dc.identifier.doi 10.1016/j.csr.2010.01.011
dc.identifier.uri https://hdl.handle.net/1912/3601
dc.language.iso en_US en_US
dc.publisher Elsevier B.V. en_US
dc.relation.uri https://doi.org/10.1016/j.csr.2010.01.011
dc.subject Sediment transport en_US
dc.subject Erodibility en_US
dc.subject DDT en_US
dc.subject PCBs en_US
dc.subject Numerical model en_US
dc.subject USA en_US
dc.subject California en_US
dc.subject Palos Verdes en_US
dc.title Sediment transport on the Palos Verdes shelf, California en_US
dc.type Article en_US
dspace.entity.type Publication
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relation.isAuthorOfPublication.latestForDiscovery fb97e30c-0c88-4ea2-bbeb-f737f1f78a49
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