Elsevier

Continental Shelf Research

Volume 147, 1 September 2017, Pages 155-164
Continental Shelf Research

Morphodynamics of an eroding beach and foredune in the Mekong River delta: Implications for deltaic shoreline change

https://doi.org/10.1016/j.csr.2017.06.018Get rights and content

Highlights

  • The Mekong delta shoreline shows alongshore variations in morphology and dynamics.

  • Space-time-varying erosion/accretion affects Mekong delta-mouth beaches and foredunes.

  • Beach/foredune erosion/accretion is intrinsic to Mekong delta shoreline evolution.

  • Erosion/accretion is associated with bi-directional but SW-dominant sand transport.

  • Erosion/accretion is the present expression of beach-ridge growth/flaring/truncation.

Abstract

River delta shorelines composed of sand may be characterized by complex spatial and temporal patterns of erosion and accretion even when sand supply is readily available. This is especially the case for deltas with multiple mouths subject to significant wave and tide influence. High-resolution topographical and wave and current measurements were conducted from 2010 to 2012 at Ba Dông beach, a popular resort located on the largest of the multiple inter-distributary plains of the Mekong River delta. Ba Dông beach is a mesotidal, multiple bar-trough system. The upper beach corresponds to the current active beach ridge in the sequence of ridges that have marked the progradation of the inter-distributary delta plains, and is capped by a low foredune that protects villages and agricultural land from marine flooding. During the low river-flow season, the beach is characterized by Northeast monsoon waves and strong longshore currents that transport sediment towards the southwest. Weaker longshore currents towards the northeast are generated by Southwest monsoon waves during the high river-flow season. Ba Dông beach underwent strong erosion between 2010 and 2012, following a phase of massive accretion. In 2012, this erosion resulted in breaching of the foredune, contributing to concerns that the Mekong delta had become vulnerable to retreat. The local erosion at Ba Dông needs to be considered, however, in the broader context of delta shoreline morphodynamics, which involves space- and time-varying patterns of beach accretion and erosion. These patterns are the present expressions of plan-view beach-ridge morphology in the delta, which is characterized by flaring and truncations that reflect changing beach morphodynamics in the course of deltaic progradation. We surmise that these patterns are related to complex interactions involving river water and sediment discharge, waves and wave-generated longshore currents, tidal currents, and shoreline orientation.

Introduction

River delta shorelines exposed to significant wave influence may be characterized by complex patterns of accretion or erosion over various timescales. These patterns are generally the outgrowth of interactions involving sediment supply, river discharge, waves, tides, currents, grain size, and long-term shoreline orientations resulting from delta growth (Anthony, 2015). In a time of large-scale concern regarding the vulnerability, resilience and rehabilitation of river deltas (Foufoula-Georgiou, 2013, Giosan et al., 2015, Tessler et al., 2015, Brondizio et al., 2016), two important questions are: (1) determining to what extent delta shoreline erosion is prevalent and lasting, and (2) the causes of erosion. These aspects are examined with reference to the mouths of the Mekong River delta (Fig. 1), the world's third largest delta, backbone of the Vietnamese economy, and home to nearly 20 million people. Following concerns regarding the effects of dams (Kummu et al., 2010, Kondolf et al., 2014) and river-bed mining (Bravard et al., 2013; Brunier et al., 2014) on decreasing fluvial sediment supply to the Mekong delta, and how this will affect its stability, erosion of the delta's shoreline has become a particularly important issue (Tamura et al., 2010, Schmitt and Albers, 2014, Phan et al., 2015). In addition to erosion, subsidence, accelerated by massive groundwater extraction in this populous delta (Erban et al., 2014), is deemed to be rendering the Mekong delta increasingly vulnerable. This vulnerability constitutes a threat to the safety and livelihood of subsistence farmers and fishermen (Ghimire et al., 2015). Severe erosion has been affecting coastal settlements, leading to the relocation of hundreds of households (Viet Nam News, 2015). The army is commonly called upon to set up hasty coastal defences along eroding sectors of the delta (Fig. 2).

Large deltas such as the Mekong are, however, intrinsically complex, with a strong potential for self-organization, involving, among other things, changes in sediment transport pathways and sediment redistribution that are reflected in space- and time-varying shoreline patterns (Anthony, 2015). This paper describes the morphodynamics of an eroding sector of beach and foredune at the distributary mouths of the Mekong delta, based on field experiments and observations conducted in 2010, 2011, and 2012. The reasons for the prevalence of erosion are discussed in the light of the complexity of patterns of deltaic shoreline evolution.

Section snippets

The Mekong River delta

The Mekong delta prograded rapidly in a sheltered bay in the East Sea under the influence of high fluvial sediment supply, and developed from an estuary into a delta between 5300 and 3500 years BP (Nguyen et al., 2000; Ta et al., 2005). As the developing delta prograded, it became increasing exposed to ocean waves that led to the construction of numerous sets of beach ridges in the eastern sector (Tamura et al., 2012a, Tamura et al., 2012b), which is partitioned into 6–7 distributary mouths.

Methods

Three field missions along the shores of the Mekong delta were carried out:

  • 1.

    21/01 to 02/02/2011 (preliminary reconnaissance mission - PRM),

  • 2.

    26/05 to 6/6/2011 (Ba Dông field experiment FE1, from 31/05 to 04/06),

  • 3.

    30/01 to 16/02/2012 (Ba Dông field experiment FE2 from 11/02 to 13/02).

The PRM consisted solely of field observations of shoreline morphology and sedimentary facies along ∼500 km of the delta shoreline from the eastern confines of the delta mouths to Cà Mau Point and parts of the Gulf of

Results

Ba Dông beach is up to 200 m wide at low tide and is a typical bar-trough system (Masselink et al., 2006) composed of two to three couplets of alternating bars and troughs and an upper beach bar that is welded to the foredune (Fig. 4d). The beach and dune are composed of homogeneous well-sorted fine to medium quartz sand (mean = 200–250 mm for beach sand, and mean of 150 mm for dune sand). In addition, each sample comprised ∼5 to 30% of comminuted shelly debris.

The data from the topographic

Discussion

The discussion will focus on two related aspects: (1) the short-term beach-foredune morphodynamic regime highlighted for Ba Dông beach, and deemed to be representative of the sandy, river-wave-tide-influenced mouth sector of the Mekong delta, and (2) the relationship between the currently observed beach morphodynamics and erosion, and the longer-term shoreline evolution in this sector.

Conclusions

The following conclusions can be drawn from this study.

  • (1)

    The Mekong delta shows alongshore morphological, grain-size, and wave and tidal-range characteristics that have been interpreted as reflecting a change from a mixed ‘river-wave-tide-influenced’ delta in the sand-rich inter-distributary mouth sector, to a ‘wave-tide-influenced’ muddy delta between the mouths of the Hâu Tiang and Cà Mau Point, and finally a ‘wave-influenced’ but low-energy muddy delta along the Gulf of Thailand.

  • (2)

    The seasonal

Acknowledgments

We acknowledge funding from the Fonds Français pour l′Environnement, WWF Asia project “Decision Support for Generating Sustainable Hydropower in the Mekong Basin - Knowledge of sediment transport and discharges in relation to fluvial geomorphology for detecting the impact of large-scale hydropower projects”, and from the Belmont Forum Project “BF-Deltas: Catalyzing Action Towards Sustainability of Deltaic Systems with an Integrated Modeling Framework for Risk Assessment”. Further support was

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