Lateral Circulation in an Elongated Curved Tidal Channel

Peng Cheng aState Key Laboratory of Marine Environment Science, College of Ocean and Earth Sciences, Xiamen University, Xiamen, China

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Abstract

The dynamic theory of curvature-induced lateral circulation has been developed for open channel flows but not for oscillatory tides. A linear three-dimensional analytical model was developed to investigate the lateral circulation in an elongated tidal channel with mildly curved bends of which the radius of curvature is larger than the width. The curvature-induced lateral circulation has two components with the same amplitude, namely, a periodic component having an overtide frequency and a steady component. The combination of the two components allows the strength of the lateral circulation to vary periodically and the rotation direction to be unchanged during a tidal period. Friction modifies the strength and structure of the lateral circulation. The phase between the lateral flow and streamwise tidal flow decreases with increasing friction, indicating that the two flows are not necessarily in phase unless friction is strong. The lateral circulations driven by the Coriolis and curvature centrifugal forces augment each other during one phase and compete in the opposite phase, and the relative importance of the two circulations is determined by the Rossby number and friction. The adaptation time is the same for spinup and spindown of the curvature-induced lateral circulation and is determined by water depth and vertical eddy viscosity. The estimation of the adaptation time depends on the leading modes because the transition solution of the curvature-induced lateral circulation comprises a series of cosine modes. These results provide a theoretical basis for interpreting curvature-induced lateral circulation in tidal channels and coastal headlands.

Significance Statement

The dynamic theory of curvature-induced lateral circulation in a tidal flow remains unexplored. The purpose of this study is to understand the essentials of curvature-induced lateral circulation in an elongated tidal channel using a three-dimensional analytical model. The results showed that the curvature-induced lateral circulation has two components with the same amplitude: a periodic component having an overtide frequency and a steady component. This is significantly different from the curvature-induced lateral circulation associated with open channel flows, which is steady and in phase with the streamwise flow. Future work may show the role of curvature-induced lateral circulation in streamwise dynamics and mass transport.

© 2023 American Meteorological Society. For information regarding reuse of this content and general copyright information, consult the AMS Copyright Policy (www.ametsoc.org/PUBSReuseLicenses).

Corresponding author: P. Cheng, pcheng@xmu.edu.cn

Abstract

The dynamic theory of curvature-induced lateral circulation has been developed for open channel flows but not for oscillatory tides. A linear three-dimensional analytical model was developed to investigate the lateral circulation in an elongated tidal channel with mildly curved bends of which the radius of curvature is larger than the width. The curvature-induced lateral circulation has two components with the same amplitude, namely, a periodic component having an overtide frequency and a steady component. The combination of the two components allows the strength of the lateral circulation to vary periodically and the rotation direction to be unchanged during a tidal period. Friction modifies the strength and structure of the lateral circulation. The phase between the lateral flow and streamwise tidal flow decreases with increasing friction, indicating that the two flows are not necessarily in phase unless friction is strong. The lateral circulations driven by the Coriolis and curvature centrifugal forces augment each other during one phase and compete in the opposite phase, and the relative importance of the two circulations is determined by the Rossby number and friction. The adaptation time is the same for spinup and spindown of the curvature-induced lateral circulation and is determined by water depth and vertical eddy viscosity. The estimation of the adaptation time depends on the leading modes because the transition solution of the curvature-induced lateral circulation comprises a series of cosine modes. These results provide a theoretical basis for interpreting curvature-induced lateral circulation in tidal channels and coastal headlands.

Significance Statement

The dynamic theory of curvature-induced lateral circulation in a tidal flow remains unexplored. The purpose of this study is to understand the essentials of curvature-induced lateral circulation in an elongated tidal channel using a three-dimensional analytical model. The results showed that the curvature-induced lateral circulation has two components with the same amplitude: a periodic component having an overtide frequency and a steady component. This is significantly different from the curvature-induced lateral circulation associated with open channel flows, which is steady and in phase with the streamwise flow. Future work may show the role of curvature-induced lateral circulation in streamwise dynamics and mass transport.

© 2023 American Meteorological Society. For information regarding reuse of this content and general copyright information, consult the AMS Copyright Policy (www.ametsoc.org/PUBSReuseLicenses).

Corresponding author: P. Cheng, pcheng@xmu.edu.cn
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  • Alaee, M. J., G. Ivey, and C. Pattiaratchi, 2004: Secondary circulation induced by flow curvature and Coriolis effects around headlands and islands. Ocean Dyn., 54, 2738, https://doi.org/10.1007/s10236-003-0058-3.

    • Search Google Scholar
    • Export Citation
  • Blanckaert, K., and W. H. Graf, 2004: Momentum transport in sharp open channel bends. J. Hydraul. Eng., 130, 186198, https://doi.org/10.1061/(ASCE)0733-9429(2004)130:3(186).

    • Search Google Scholar
    • Export Citation
  • Blanckaert, K., and H. J. de Vriend, 2010: Meander dynamics: A nonlinear model without curvature restrictions for flow in open-channel bends. J. Geophys. Res., 115, F04011, https://doi.org/10.1029/2009JF001301.

    • Search Google Scholar
    • Export Citation
  • Bo, T., and D. K. Ralston, 2020: Flow separation and increased drag coefficient in estuarine channels with curvature. J. Geophys. Res. Oceans, 125, e2020JC016267, https://doi.org/10.1029/2020JC016267.

    • Search Google Scholar
    • Export Citation
  • Chant, R. J., 2002: Secondary circulation in a region of flow curvature: Relationship with tidal forcing and river discharge. J. Geophys. Res., 107, 3131, https://doi.org/10.1029/2001JC001082.

    • Search Google Scholar
    • Export Citation
  • Chant, R. J., 2010: Estuarine secondary circulation. Contemporary Issues in Estuarine Physics, A. Valle-Levinson, Ed., Cambridge University Press, 100–124.

  • Cheng, P., A. Wang, and J. Jia, 2017: Analytical study of lateral-circulation-induced-exchange flow in tidally dominated well-mixed estuaries. Cont. Shelf Res., 140, 110, https://doi.org/10.1016/j.csr.2017.03.013.

    • Search Google Scholar
    • Export Citation
  • Farlow, S., 1993: Partial Differential Equations for Scientists and Engineers. Dover Publications, 414 pp.

  • Fischer, H. B., 1969: Effect of bends on dispersion in streams. Water Resour. Res., 5, 496506, https://doi.org/10.1029/WR005i002p00496.

    • Search Google Scholar
    • Export Citation
  • Fischer, H. B., J. E. List, R. C. Y. Koh, J. Imberger, and N. H. Brooks, 1979: Mixing in Inland and Coastal Waters. Academic Press, 483 pp.

  • Fong, D. A., S. G. Monismith, M. T. Stacey, and J. R. Burau, 2009: Turbulent stresses and secondary currents in a tidal-forced channel with significant curvature and asymmetric bed forms. J. Hydrol. Eng., 135, 198208, https://doi.org/10.1061/(ASCE)0733-9429(2009)135:3(198).

    • Search Google Scholar
    • Export Citation
  • Fugate, D. C., C. T. Friedrichs, and L. P. Sanford, 2007: Lateral dynamics and associated transport of sediment in the upper reaches of a partially mixed estuary, Chesapeake Bay, USA. Cont. Shelf Res., 27, 679698, https://doi.org/10.1016/j.csr.2006.11.012.

    • Search Google Scholar
    • Export Citation
  • Geyer, W. R., 1993: Three-dimensional tidal flow around headlands. J. Geophys. Res., 98, 955966, https://doi.org/10.1029/92JC02270.

  • Geyer, W. R., R. Chant, and R. Houghton, 2008: Tidal and spring-neap variations in horizontal dispersion in a partially mixed estuary. J. Geophys. Res., 113, C07023, https://doi.org/10.1029/2007JC004644.

    • Search Google Scholar
    • Export Citation
  • Huijts, K. M. H., H. M. Schuttelaars, H. E. de Swart, and A. Valle-Levinson, 2006: Lateral entrapment of sediment in tidal estuaries: An idealized model study. J. Geophys. Res., 111, C12016, https://doi.org/10.1029/2006JC003615.

    • Search Google Scholar
    • Export Citation
  • Ianniello, J. P., 1977: Tidally induced residual currents in estuaries of constant breadth and depth. J. Mar. Res., 35, 755786.

  • Johannesson, H., and G. Parker, 1989: Velocity redistribution in meandering rivers. J. Hydrol. Eng., 115, 10191039, https://doi.org/10.1061/(ASCE)0733-9429(1989)115:8(1019).

    • Search Google Scholar
    • Export Citation
  • Kalkwijk, J. P. T., and H. J. De Vriend, 1980: Computation of the flow in Shallow River bends. J. Hydraul. Res., 18, 327342, https://doi.org/10.1080/00221688009499539.

    • Search Google Scholar
    • Export Citation
  • Kalkwijk, J. P. T., and R. Booij, 1986: Adaptation of secondary flow in nearly-horizontal flow. J. Hydraul. Res., 24, 1937, https://doi.org/10.1080/00221688609499330.

    • Search Google Scholar
    • Export Citation
  • Kranenburg, W. M., W. R. Geyer, A. M. P. Garcia, and D. K. Ralston, 2019: Reversed lateral circulation in a sharp estuarine bend with weak stratification. J. Phys. Oceanogr., 49, 16191637, https://doi.org/10.1175/JPO-D-18-0175.1.

    • Search Google Scholar
    • Export Citation
  • Lerczak, J. A., and W. R. Geyer, 2004: Modeling the lateral circulation in straight, stratified estuaries. J. Phys. Oceanogr., 34, 14101428, https://doi.org/10.1175/1520-0485(2004)034<1410:MTLCIS>2.0.CO;2.

    • Search Google Scholar
    • Export Citation
  • Li, C., and J. O’Donnell, 2005: The effect of channel length on the residual circulation in tidally dominated channels. J. Phys. Oceanogr., 35, 18261840, https://doi.org/10.1175/JPO2804.1.

    • Search Google Scholar
    • Export Citation
  • Marani, M., S. Lanzoni, D. Zandolin, G. Seminara, and A. Rinaldo, 2002: Tidal meanders. Water Resour. Res., 38, 1225, https://doi.org/10.1029/2001WR000404.

    • Search Google Scholar
    • Export Citation
  • Nakayama, K., D. H. Nguyen, T. Shintani, and K. Komai, 2016: Reversal of secondary flows in a sharp channel bend. Coast. Eng. J., 58 (2), 123, https://doi.org/10.1142/S0578563416500029.

    • Search Google Scholar
    • Export Citation
  • Nidzieko, N. J., J. L. Hench, and S. G. Monismith, 2009: Lateral circulation in well-mixed and stratified estuarine flows with curvature. J. Phys. Oceanogr., 39, 831851, https://doi.org/10.1175/2008JPO4017.1.

    • Search Google Scholar
    • Export Citation
  • Pein, J., A. Valle-Levinson, and E. V. Stanev, 2018: Secondary circulation asymmetry in a meandering, partially stratified estuary. J. Geophys. Res. Oceans, 123, 16701683, https://doi.org/10.1002/2016JC012623.

    • Search Google Scholar
    • Export Citation
  • Rozovskii, I. L., 1957: Flow of Water in Bends of Open Channels. Academy of Sciences of the Ukrainian SSR, 233 pp.

  • Smith, R., 1976: Longitudinal dispersion of a buoyant contaminant in a shallow channel. J. Fluid Mech., 78, 677688, https://doi.org/10.1017/S0022112076002681.

    • Search Google Scholar
    • Export Citation
  • Smith, R., 1977: Long term dispersion of contaminants in small estuaries. J. Fluid Mech., 82, 129146, https://doi.org/10.1017/S0022112077000561.

    • Search Google Scholar
    • Export Citation
  • Thomson, J., 1877: V. On the origin of windings of rivers in alluvial plains, with remarks on the flow of water round bends in pipes. Proc. Roy. Soc. London, 25, 58, https://doi.org/10.1098/rspl.1876.0004.

    • Search Google Scholar
    • Export Citation
  • Vennell, R., and C. Old, 2007: High-resolution observations of the intensity of secondary circulation along a curved tidal channel. J. Geophys. Res., 112, C11008, https://doi.org/10.1029/2006JC003764.

    • Search Google Scholar
    • Export Citation
  • Winant, C. D., 2007: Three-dimensional tidal flow in an elongated, rotating basin. J. Phys. Oceanogr., 37, 23452362, https://doi.org/10.1175/JPO3122.1.

    • Search Google Scholar
    • Export Citation
  • Winant, C. D., 2008: Three-dimensional residual tidal circulation in an elongated, rotating basin. J. Phys. Oceanogr., 38, 12781295, https://doi.org/10.1175/2007JPO3819.1.

    • Search Google Scholar
    • Export Citation
  • Winterwerp, J. C., Z. B. Wang, T. van der Kaaij, K. Verelst, A. Bijlsma, Y. Meersschaut, and M. Sas, 2006: Flow velocity profiles in the lower Scheldt estuary. Ocean Dyn., 56, 284294, https://doi.org/10.1007/s10236-006-0063-4.

    • Search Google Scholar
    • Export Citation
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