Elsevier

Ecological Engineering

Volume 143, 15 January 2020, 105688
Ecological Engineering

In-situ measurements of turbulent flow over intertidal natural and degraded oyster reefs in an estuarine lagoon

https://doi.org/10.1016/j.ecoleng.2019.105688Get rights and content

Abstract

Oysters are ecosystem engineers that form reefs with rough surfaces. The complex surface of a reference-condition reef contains clusters of live oysters that protrude into and interact with flows. A degraded oyster reef contains fewer live oyster clusters and subsequently has different bed roughness. Such morphological differences may translate to varied hydrodynamic function, with influence to local and larger-scale flow fields and sediment transport, as well as larval recruitment and long-term reef sustainability. The objective of this study is to compare a degraded and a reference-condition intertidal oyster reef, and assess how differences in structure (reef morphology and roughness) influence near-bed hydrodynamic function within the roughness sublayer defined by oysters. Sediment entrainment and bed deformation were observed only on the reference oyster reef, despite that mean velocities were lower than those at the degraded reef. This was attributed to slightly finer bed material and higher turbulent kinetic energy, k, at the reference reef (k = 29.2 ± 4.5 cm2/s2 with mean velocity 11.5 ± 0.6 cm/s at 1 cm above the bed) compared to the degraded reef (k = 22.6 ± 4.2 cm2/s2 with mean velocity 16.1 ± 1.7 cm/s at 1 cm above the bed). At 1 cm above the bed, shear turbulence production at the degraded reef was significantly larger than turbulence dissipation rate, while at the reference reef this pattern was observed only for time periods with low turbulent kinetic energy. For measurements 5 cm above the bed at the reference reef, shear turbulence production and turbulence dissipation rates exhibited a relatively balanced pattern, with dissipation exceeding shear production for the time period with elevated turbulence. Four bed shear stress calculation methodologies converged over the degraded oyster reef but deviated considerably at the reference oyster reef. The drag coefficient associated with bed shear stress at the reference reef was almost two times greater than that at the degraded reef and almost an order of magnitude greater than those observed at sand and mud beds.

Introduction

Oysters are found in shallow coastal waterbodies and constitute an integral part of many sustainable estuarine ecosystems. Often referred to as ecosystem engineers, oysters form complex reefs of three-dimensional clusters that protrude into the flow, augmenting hydraulic roughness and elevating flow resistance (e.g., Coen et al., 2007). The reef topography and relatively large surface area of oyster clusters exert drag to prevailing channel flows (Wright et al., 1990; Whitman and Reidenbach, 2012; Styles, 2015), altering local flow fields. In shallow profiles, such flow field alterations may direct estuarine flows at larger scales, influencing nearby shorelines through wave or current attenuation and sediment stabilization (Manis et al., 2015; Walters et al., 2017; de Paiva et al., 2018; Wiberg et al., 2018). The heterogeneous reef surface additionally creates differential zones of varied hydraulic habitat (Whitman and Reidenbach, 2012), leading to increased biodiversity of associated invertebrates and fishes (Lenihan and Peterson, 1998; Barber et al., 2010), and transfer of nutrients from pelagic to benthic environments (Kellogg et al., 2013; Chambers et al., 2018) that can increase light penetration for submerged vegetation (Volety et al., 2014). Grabowski et al. (2012) estimate the ecosystem services of oyster reefs to be as much as $99,000 per hectare per year.

Despite the acknowledged beneficial services provided by oysters (Lenihan and Peterson, 1998), there has been significant decline in oyster populations due to excessive harvesting, diseases and coastal degradation (e.g., Kennedy et al., 1996; Grizzle et al., 2002). Beck et al. (2011) estimate that oyster reef ecosystems have decreased globally by 85%, while in some bays, such as the upper Chesapeake Bay (Wilberg et al., 2011), the total oyster loss reaches 99%. While oyster restoration programs have demonstrated success in increasing oyster numbers at site and local scales (Nestlerode et al., 2007; Garvis et al., 2015), the scale of reef restoration is small as compared to historic habitat losses (Bersoza Hernández et al., 2018). To promote both successful reef restoration and natural recovery of degraded reefs, a more complete understanding of flow-reef interactions and how they vary across reef conditions is necessary.

Structural differences between intact, reference-condition reefs and degraded reefs may translate to varied function with respect to flow interaction. We consider a degraded reef to contain a low density of live oysters as compared to a reference-condition reef. Such ecological differences are likely to exert strong control to reef roughness and the dominant hydrodynamic interactions, which may in turn affect the provisioning of desired ecosystem services or may influence likelihood of reef recovery. For instance, interaction with prevailing flows, as mediated by reef structure, will influence the potential for reefs to modify flow energy, sequester organic matter, and maintain stability of sediments. Oyster clusters that protrude into the flow transform mean kinetic energy of the flow to turbulence, similarly to flows through arrays of obstacles (Chang and Constantinescu, 2015; Kitsikoudis et al., 2016; Yagci et al., 2017), with such turbulence cues attracting swimming larvae (Hubbard and Reidenbach, 2015) that propel themselves to the bed to settle (Fuchs et al., 2013). The complex reference-condition reef topography provides sheltered areas with low shear stresses (Whitman and Reidenbach, 2012), offers protection from predators (Nestlerode et al., 2007), and inhibits oyster burial from excessive deposition (Wall et al., 2005), which support the metamorphosis of larvae to spat and subsequent growth. The limited number of live oysters and the lack of structural complexity on a degraded reef may hinder the provision of such suitable boundary conditions and lead to an unfavorable flow environment for future oyster recruitment and proliferation.

Restoration or oyster reef enhancement efforts will benefit from better understanding of how reef characteristics influence turbulent boundary layer flows. Despite the potential for reef structure and ecological condition to control hydrodynamic interactions, this influence has not been demonstrated empirically. While previous studies have analyzed the flow field above the oyster roughness sublayer (Whitman and Reidenbach, 2012; Reidenbach et al., 2013; Styles, 2015), there are no detailed field measurements within this roughness sublayer on intact natural reef and comparison of these with similar measurements on degraded oyster reef. Such measurements are necessary to properly analyze the flow field within the roughness sublayer formed by oysters, where oyster larvae attach and grow. The objective of this study is to compare a degraded and a reference-condition intertidal reef to assess how differences in structure (reef morphology and roughness) influence near-bed hydrodynamics.

Section snippets

Field sites and reef characterization

Measurements were conducted on a natural, intact reference oyster reef (hereafter referred to as reference reef) of the eastern oyster (Crassostrea virginica), and a degraded Crassostrea virginica reef. The reefs are located in Mosquito Lagoon, Florida (Fig. 1), which is a microtidal, shallow (1–4 m) body of water. Tidal exchange between the lagoon and the ocean is attained through an inlet at the north (16 km from studied oyster reefs), while at the south, Mosquito Lagoon is connected to the

Data post-processing and quality control

The recorded on-reef and channel velocity measurements comprised long, unsteady time-series due to tidal influence. Inspection of power spectral densities (Bricker and Monismith, 2007) confirmed that waves contributed negligibly to hydrodynamics observed during both monitoring periods, besides measurements at the degraded reef at the high position and some other few points due to passing boat wakes, which were excluded from the analysis. A moving-average was implemented in order to decompose

Reef and sediment characteristics

The crest of the reference reef, where on-reef velocities were observed, is relatively flat and steeply transitions (8.1%) to the seabed (Fig. 2). The mean number of roughness elements (oyster shells both from living and non-living oysters) that obstruct flow on the crest of the reference reef (mean ± one standard deviation) is 121 ± 25 elements/m2 with 82 ± 25 mm height and 56 ± 20 mm width. The crescent shaped crest of the degraded reef consists of scattered, loose disarticulated oyster

Sediment transport within oyster reef is mediated by the presence of oyster clusters

Bed deformation was observed only at the reference reef (Fig. 3), even though mean flow velocities close to the bed were greater over the degraded reef. This observation may be explained either by the different composition/packing of bed materials, by differences in near-bed turbulence, or likely, a combination of both. Sediments within the reference reef contain greater fractions of fine sediment as compared to the degraded reef (Table 1), which could be more easily entrained. Despite lower

Conclusions

The present study analyzed in-situ high-frequency flow velocity measurements on an intertidal reference oyster reef (Crassostrea virginica) in Mosquito Lagoon, Florida, and compared the results to similar measurements on a degraded oyster reef from the same region. The reference reef is characterized by a relatively flat plateau that is occupied by live oysters. The plateau transitions abruptly to the seafloor with a slope of 8.1%. The degraded reef exhibits a distinct ridge, with no live

Author contributions

Conceptualization: V.K., K.M.K.; methodology: V.K., K.M.K.; formal analysis: V.K.; investigation: V.K., K.M.K.; resources: K.M.K., L.W.; writing - original draft preparation, V.K., K.M.K.; writing - review and editing, V.K., K.M.K., L.J.W.; supervision, K.M.K., L.J.W.

Declaration of Competing Interest

The authors declare no conflict of interest.

Acknowledgments

The authors are grateful to David W. Spiering, for his assistance in field measurements and topographic surveys, and to Paul Sacks for field assistance. Funding and in-kind support was provided by NSF #1617374, University of Central Florida, and the National Park Service. Two anonymous reviewers are gratefully acknowledged for their constructive comments and suggestions.

References (58)

  • M.W. Beck et al.

    Oyster reefs at risk and recommendations for conservation, restoration, and management

    BioScience

    (2011)
  • A. Bersoza Hernández et al.

    Restoring the eastern oyster: how much progress has been made in 53 years?

    Front. Ecol. Environ.

    (2018)
  • P.M. Biron et al.

    Comparing different methods of bed shear stress estimates in simple and complex flow fields

    Earth Surf. Process. Landf.

    (2004)
  • J.D. Bricker et al.

    Spectral wave-turbulence decomposition

    J. Atmos. Ocean. Technol.

    (2007)
  • L.G. Chambers et al.

    How well do restored intertidal oyster reefs support key biogeochemical properties in a coastal lagoon?

    Estuar. Coasts

    (2018)
  • K. Chang et al.

    Numerical investigation of flow and turbulence structure through and around a circular array of rigid cylinders

    J. Fluid Mech.

    (2015)
  • L.D. Coen et al.

    Ecosystem services related to oyster restoration

    Mar. Ecol. Prog. Ser.

    (2007)
  • J.N.S. de Paiva et al.

    Understanding the conditionality of ecosystem services: the effect of tidal flat morphology and oyster reef characteristics on sediment stabilization by oyster reefs

    Ecol. Eng.

    (2018)
  • C. Down et al.

    Vegetation and Other Parameters in the Brevard County Bar-Built Estuaries. Techreport 06–73

    (1978)
  • J. Finnigan

    Turbulence in plant canopies

    Annu. Rev. Fluid Mech.

    (2000)
  • H.L. Fuchs et al.

    Active downward propulsion by oyster larvae in turbulence

    J. Exp. Biol.

    (2013)
  • S.K. Garvis et al.

    Formation, movement, and restoration of dead intertidal oyster reefs in Canaveral National Seashore and Mosquito Lagoon, Florida

    J. Shellfish Res.

    (2015)
  • D.G. Goring et al.

    Despiking acoustic Doppler velocimeter data

    J. Hydraul. Eng.

    (2002)
  • J.H. Grabowski et al.

    Economic valuation of ecosystem services provided by oyster reefs

    BioScience

    (2012)
  • R.E. Grizzle et al.

    Historical changes in intertidal oyster (Crassostrea virginica) reefs in a Florida lagoon potentially related to boating activities

    J. Shellfish Res.

    (2002)
  • A.B. Hubbard et al.

    Effects of larval swimming behavior on the dispersal and settlement of the eastern oyster Crassostrea virginica

    Mar. Ecol. Prog. Ser.

    (2015)
  • M.L. Kellogg et al.

    Denitrification and nutrient assimilation on a restored oyster reef

    Mar. Ecol. Prog. Ser.

    (2013)
  • V.S. Kennedy et al.

    The Eastern Oyster: Crassostrea virginica

    (1996)
  • K.M. Kibler et al.

    Flow–vegetation interaction in a living shoreline restoration and potential effect to mangrove recruitment

    Sustainability

    (2019)
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