Shopping cart ITEMS
 modern scholarly publishers in the finest tradition
Login Register
Home
Books
Journals
References
A-Z Index
Author Index
For Our Authors
User Area
Shopping Cart
Contact
Electronic Data Center

International Journal of Fluid Mechanics Research

 

ISSN for PRINT: 1064-2277

Institutional price:

$1811.00

Issues per year:

6

For Online Access

Best Paper Award Selection - Editorial Board Site

Add subscription to shopping cart

2006, Volume33

Issue 1

  119 pages  

DOI: 10.1615/InterJFluidMechRes.v33.i1   

click 'Save as...' here to save XML metadata

Issue price - $310.00  

Add to shopping cart

  • Tsunami Wave Runup on Coasts of Narrow Bays
  • V. Golinko
    Department of Applied Mathematics, Nizhny Novgorod Technical University, 24 Minin Str., Nizhny Novgorod, 603950, Russia

    N. Osipenko
    Department of Applied Mathematics, Nizhny Novgorod Technical University, 24 Minin Str., Nizhny Novgorod, 603950, Russia

    E. N. Pelinovsky
    Departement de Physique, Universite des Antilles et de la Guyane, UFR Sciences, Campus de Fouillole, 97159 Pointe a Pitre Cedex, Guadeloupe, France; Laboratory of Hydrophysics and Nonlinear Acoustics, Institute of Applied Physics, Nizhny Novgorod, Russia

    N. Zahibo
    Departement de Physique, Universite des Antilles et de la Guyane, UFR Sciences, Campus de Fouillole, 97159 Pointe a Pitre Cedex, Guadeloupe, France


    ABSTRACT

    The runup of tsunami waves on the coasts of the narrow bays, channels and straits is studied in the framework of the nonlinear shallow water theory. Using the narrowness of the water channel, the one-dimensional equations are applied; they include the variable cross-section of the channel. It is shown that the analytical solutions can be obtained with the use of the hodograph (Legendre) transformation similar to the wave runup on the plane beach. As a result, the linear wave equation is derived and all physical variables (water displacement, fluid velocity, coordinate and time) can be determined. The dynamics of the moving shoreline (boundary of the flooding zone) is investigated in details. It is shown that all analytical formulas for the moving shoreline can be obtained explicitly. Two examples of the incident wave shapes are analyzed: sine wave and parabolic pulse. The last example demonstrates that even for approaching of the crest only, the flooding can appear very quickly; then water will recede relatively slowly, and then again quickly return to the initial state.

    DOI: 10.1615/InterJFluidMechRes.v33.i1.70

    Download article, 106-118 pages

    Article price - $35.00  

    Add to shopping cart

    << Previous article  

    Designed by offsiteteam Designed by offsiteteam Designed by offsiteteam
    Begell House Inc.
    50 Cross Highway,
    Redding, CT 06896
    TEL (203) 938 1300
    FAX (203) 938 1304
    orders@begellhouse.com