Abstract

The Mekong river, located in Southeast Asia, is one of the largest rivers in the world. It is facing serious problems related to sediment transport, e.g. the reduction of sediment volume supply to the delta and estuary. This study focuses on the physical properties of suspended particles in the upstream fluvial section (Luang Prabang, Laos) and in the region of tidal influence (Song Hau estuary, Vietnam). These sites are respectively the upper and lower limits of the Lower Mekong River (LMR), which are experiencing contrasted transport modes. The main objective of this study is to quantify the proportion of inert sand and of cohesive particles in the water through comprehensive measurements of particle size, settling velocity and flocculation in the water column. Two field campaigns were undertaken in the summer monsoon season. The results point out the predominance of flocculi, with sizes of 18 ± 5 μm in the fluvial environment and 15 ± 5 μm in the estuary and the similarities in patterns, mixture of sand (12 ± 5 %) and mud (88 ± 5 %). They also provide a statistically representative set of suspended particle populations in the upstream and downstream regions that could be used for improving numerical models.

Highlights

  • The Mekong River is the 10th longest river in the world with a length of 4909 km and a basin area of 795,000 km2

  • This study focuses on the Lower Mekong Basin (LMB) system with one site in the upper fluvial environment (Fig. 1a) and another in the lower estuarine environment (Fig. 1b)

  • The sonication broke up particles so that the percentage of primary particles, flocculi and microflocs increased to 51 %, 41 % and 2 %, respectively

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Summary

Introduction

The Mekong River is the 10th longest river in the world with a length of 4909 km and a basin area of 795,000 km. Under human pressures and climate change, the river is facing many serious issues relating to sediment transport. The construction of large hydropower dams in the upstream Mekong may further reduce the sediment discharge into the floodplain and estuaries, which has already decreased from about 160 Mt/yr in 1983 [3] to 87.4 ± 28.7 Mt/yr in 2005 [2, 4]. It is necessary to conduct thorough studies on sediment transport and erosion/deposition in the whole basin, where the physical properties of sediment particles play an essential role

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