Estuaries and Coasts

, Volume 30, Issue 6, pp 1095–1105

Particle trapping in stratified estuaries: consequences of mass conservation

Authors

    • Department of Civil and Environmental EngineeringPortland State University
  • Philip M. Orton
    • Ocean and Climate Physics, LamontDoherty Earth ObservatoryColumbia University
  • Thomas Chisholm
    • Department of Environmental and Biomolecular Systems, OGI School of Science and EngineeringOregon Health and Science University
  • Douglas J. Wilson
    • Department of Environmental and Biomolecular Systems, OGI School of Science and EngineeringOregon Health and Science University
  • Annika M. V. Fain
    • Department of Environmental and Biomolecular Systems, OGI School of Science and EngineeringOregon Health and Science University
Article

DOI: 10.1007/BF02841399

Cite this article as:
Jay, D.A., Orton, P.M., Chisholm, T. et al. Estuaries and Coasts: J ERF (2007) 30: 1095. doi:10.1007/BF02841399

Abstract

Estuarine turbidity maxima (ETM) can retain suspended particulate matter (SPM) through advection, settling, aggregation, and nonlinearities in bed processes. We define a parameter space descriptive of ETM water column particle trapping processes through a scaling analysis of the local and integral SPM balances. There are six primary non-dimensional parameters for the large particles or aggregates that are typically trapped in an ETM. Rouse numberP, the ratio of settling velocityWS to the shear velocityU*, describes the material trapped in the ETM in terms of the local vertical balance between vertical mixing and aggregate settling. Advection numberA = PDU/UT scales the landward transport of SPM in terms of flood-ebb velocity difference (ΔU; the internal asymmetry) and maximum tidal current (UT). Supply number Sr =PUr/Ut defines SPM supply and removal (Ur is river flow). Changes in the estuarine inventory of SPM are described in terms of a Trapping EfficiencyE, a ratio of peak ETM concentration to fluvial or marine supply concentration. The effects of aggregation and disaggregation in the integral dynamic balance are quantified by a Floc number Θ = Φ/Г that describes the balance of aggregation (Φ) and disaggregation (Г). The balance between erosion and deposition at the bed is described by the Erosion number Π = Ψ/Ω, the ratio of erosion (Ψ) to deposition(Ω). The non-dimensional, integral SPM conservation equation is then used to examine steady and unsteady particle trapping scenarios, including adjustments to a change in river flow and to a neap-spring transition in salinity intrusion and stratification.

Copyright information

© Estuarine Research Federation 2007