Edge Waves Over a Shelf
Author:
Affiliation:
1. Department of Mathematics, Prasannadeb Women’s College , Jalpaiguri - 735101 , West Bengal, India
2. River Research Institute, West Bengal , Haringhata Central Laboratory , Mohanpur, Nadia , Pin- 741246 , India
Abstract
Publisher
Walter de Gruyter GmbH
Subject
Fluid Flow and Transfer Processes,Transportation,Civil and Structural Engineering
Link
https://www.sciendo.com/pdf/10.2478/ijame-2019-0028
Reference11 articles.
1. [1] Stokes G.G. (1846): Report on recent researches in hydrodynamics. – Bril. Assn Rep.
2. [2] Ursell F. (1952): Edge waves on a sloping beach. – Proc. Camb. Roy. Soc. Lond., vol.214, pp.79-97.
3. [3] Jones D.S. (1953): The eigenvalues of ∇2u + λu = 0 when the boundary conditions are given on semi-infinite domains. – Proc. Camb. Phil. Soc., vol.49, pp.668-684.10.1017/S0305004100028875
4. [4] Roseau M. (1958): Short waves parallel to the shore over a sloping beach. – Commun. Pure Appl. Maths., vol.11, pp.433-493.10.1002/cpa.3160110403
5. [5] Grimshaw R. (1974): Edge waves: a long wave theory for oceans of finite depth. – J. Fluid Mech., vol.62, pp.775- 791.10.1017/S0022112074000930
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