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Hydrodynamics, sediment transport, and morphodynamics in the Vietnamese Mekong Delta: Field study and numerical modelling

Binh Faculty of Engineering, Vietnamese-German University, Binh Duong Province, Viet Nam|
Tetsuya (51865029900) | Thanh (55843323200); Sumi | Dang An (57204159283); Letrung | La Vinh (57208165044); Tran | Doan Nguyen Luyen (57791994900); Trung | Quoc Hung (7202088953); Phuong | Kamal El Kadi (57792315400); Bourban Research Management Department, Vietnamese-German University, Binh Duong Province, Viet Nam| Tam V. (57189683624); Lepesqueur Environmental Research and Innovation Department, Luxembourg Institute of Science and Technology, Belvaux, Luxembourg| Pablo (7004375763); Nguyen Department of Hydrogeology, Helmholtz Centre for Environmental Research, Leipzig, Germany| Sameh A. (6504783297); Ata Flow Science, Santa Fe, NM, United States| Doan Van (57208168050); Kantoush Water Resources Research Center, Disaster Prevention Research Institute, Kyoto University, Goka-sho, Uji City, Kyoto, Japan|

Geomorphology Số , năm 2022 (Tập 413, trang -)

ISSN: 0169555X

ISSN: 0169555X

DOI:

Tài liệu thuộc danh mục:

Article

English

Từ khóa: Mekong Delta; Viet Nam; bank erosion; computer simulation; delta; fluvial geomorphology; geomorphological response; hydrodynamics; morphodynamics; numerical model; river bank; scour; sediment transport; suspended sediment
Tóm tắt tiếng anh
Flow, suspended sediment transport and associated morphological changes in the Vietnamese Mekong Delta (VMD) are studied using field survey data and a two-dimensional (2D) depth-averaged hydromorphodynamic numerical model. The results show that approximately 61–81 % of the suspended sediment load in the Hau River during the flood seasons is diverted from the Tien River by a water and suspended sediment diversion channel. Tidal effects on flow and suspended sediment load are more pronounced in the Hau River than in the Tien River. The results show the formation of nine scour holes in the Tien River and seven scour holes in the Hau River from 2014 to 2017. Additional six scour holes are likely to form by the end of 2026 if the suspended sediment supply is reduced by 85 % due to damming. Notably, the scour holes are likely to form at locations of severe riverbank erosion. In the entire study area, the simulated total net incision volume in 2014–2017 is approximately 196 Mm3 (equivalent to 65.3 Mm3/yr). The predicted total net incision volumes from 2017 to 2026 are approximately 2472 and 3316 Mm3 under the 18 % and 85 % suspended sediment reduction scenarios, respectively, thereby likely threatening the delta sustainability. The methodology developed in this study is helpful in providing researchers and decision-makers with one way to predict numerically the scour hole formation and its association with riverbank stability in river deltas. Of equal importance, this research serves as a useful reference on the role of water and suspended sediment diversion channels in balancing landforms in river-delta systems, particularly where artificial diversion channels are planned. © 2022 Elsevier B.V.

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