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Wave overtopping simulator tests in Viet Nam

Trung L.H. Faculty of Marine and Coastal Engineering, Water Resources University, 175 Tay Son, Dong Da, Ha Noi, Viet Nam|
Van Der Meer G. | Cat V.M. | Schiereck G.J. Faculty Civil Engineering and Geosciences, Delft University of Technology, Stevinweg 1, 2628 CN Delft, Netherlands| Van Der Meer J. Van der Meer Consulting Bv, Voorsterweg 28, 8316 PT Marknesse, Netherlands|

Proceedings of the Coastal Engineering Conference Số , năm 2010 (Tập , trang -)

ISSN: 1613782

ISSN: 1613782

DOI:

Tài liệu thuộc danh mục: Scopus

Conference Paper

English

Từ khóa: Destructive tests; Erosion resistance; Grass; Sea dikes; Simulator test; Storm surges; Vetiver grass; Viet Nam; Wave overtoppings; Coastal engineering; Discharge (fluid mechanics); Erosion; Hydraulic structures; Simulators; Slope stability; Soils; Storms; Water waves
Tóm tắt tiếng anh
Sea dikes in Viet Nam have been built up during a long history. Every year, about 4 to 6 storms attack the coast and cause severe damages of the sea dikes. Till now, little is known about strength and stability of the inner slope covered with grass under impacts of wave overtopping during storm surges. Destructive tests have been performed with the Wave Overtopping Simulator in Viet Nam revealing that grass slopes are able to withstand a certain amount of wave overtopping. In Hai Phong, a slope section covered by Vetiver grass could suffer a maximum wave overtopping discharge of up to 120 l/s per m. In Nam Dinh, three tested locations within a short dike section of 50 m show a large variation in erosion resistance of the Bermuda grass slope with maximum discharge of 20, 40 and 70 l/s per m.

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