Article

Estuaries and Coasts

, Volume 30, Issue 6, pp 1095-1105

First online:

Particle trapping in stratified estuaries: consequences of mass conservation

  • David A. JayAffiliated withDepartment of Civil and Environmental Engineering, Portland State University Email author 
  • , Philip M. OrtonAffiliated withOcean and Climate Physics, LamontDoherty Earth Observatory, Columbia University
  • , Thomas ChisholmAffiliated withDepartment of Environmental and Biomolecular Systems, OGI School of Science and Engineering, Oregon Health and Science University
  • , Douglas J. WilsonAffiliated withDepartment of Environmental and Biomolecular Systems, OGI School of Science and Engineering, Oregon Health and Science University
  • , Annika M. V. FainAffiliated withDepartment of Environmental and Biomolecular Systems, OGI School of Science and Engineering, Oregon Health and Science University

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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 velocityW S 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 (U T ). Supply number Sr =PU r /U t defines SPM supply and removal (U r 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.