Subaerial Beach Profiles: the Application of Erosion and Accretion Balanced Approach in Southwestern Maine, USA
Author:
Publisher
Springer Science and Business Media LLC
Subject
Ecology,Aquatic Science,Ecology, Evolution, Behavior and Systematics
Link
https://link.springer.com/content/pdf/10.1007/s12237-022-01072-y.pdf
Reference51 articles.
1. Aragonés, L., J.I. Pagán, M.P. López, and J.C. Serra. 2019. Cross-shore sediment transport quantification on depth of closure calculation from profile surveys. Coastal Engineering 151: 64–77.
2. Birkemeier, W.A. 1985. Field data on seaward limit of profile change. Journal of Waterway Port, Coastal and Ocean Engineering 598–602.
3. Bodge, K.R. 1992. Representing equilibrium beach profiles with an exponential expression. Journal of Coastal Research 47–55.
4. Bruun, P. 1954. Coastal erosion and development of beach profiles. US. Army Beach Erosion Board Technical Memorandum No: 44.
5. Cheng, N.S. 1997. Simplified settling velocity formula for sediment particle. Journal of Hydraulic Engineering 123 (2): 149–152.
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