Modern waterway engineering, therefore, is directed toward providing channels suitable for larger vessels to travel faster by reducing delays at locks or from darkness and other natural hazards.
Finally, there are the engineering modifications of waterways and coasts practiced nowhere more intensively than in the United States and Europe.
A spectacular feat of engineering, this artificial waterway was opened in 1613 to supply London with fresh drinking water.
Journal of Waterway, Port, Coastal and Ocean Engineering 125, 322 330, Liu, P.L.-F., Lin, P., Hsu, T., Chang, K., Losada, I.J., Vidal, C., Sakakiyama, T., 2000.
The first case is wave diffraction around a semi-infinite breakwater studied by Briggs et al. (Briggs, M.J., Thompson, E.F., Vincent, C.L., 1995. Wave diffraction around breakwater. Journal of Waterway, Port, Coastal, and Ocean Engineering, ASCE 121, 23 35).
This encouraging finding was achieved using Kriebel and Dean's [Kriebel, D.L. and Dean, R.G., 1993. Convolution method for time-dependent beach profile response. Journal of Waterway, Port, Coastal and Ocean Engineering, 119(2): 204–226.] simple beach erosion and accretion model.
A method proposed to comparably transform the wave celerity of Fenton's [Fenton, J.D., 1985. A fifth-order Stokes theory for steady waves. Journal of Waterway, Port, Coastal and Ocean Engineering 111, 216 234.] wave theory to the present one.
In this paper, a finite difference scheme with an efficient 2-D numerical wave absorber for solving the extended Boussinesq equations as derived by Nwogu (Nwogu, O., 1993. Alternative form of Boussinesq equations for nearshore wave propagation. J. Waterway, Port, Coastal and Ocean Engineering, ASCE 119, 618 638) is proposed.
This paper presents a mathematical model which computes the hydrodynamic characteristics of a curtainwall pile breakwater (CPB) using circular piles, by modifying the model developed for rectangular piles by Suh et al. [2006. Hydrodynamic characteristics of pile-supported vertical wall breakwaters. Journal of Waterway, Port, Coastal and Ocean Engineering 132(2), 83 96].
A numerical model based on the second-order fully nonlinear Boussinesq equations of Wei et al. [1995. Journal of Waterway, Port, Coastal and Ocean Engineering 121 (5), 251-263] is developed to simulate the Bragg reflection of both regular and irregular surface waves scattered by submerged bars.
What We Like The environment of Spuyten Duyvil is a testament to engineering, from its realigned waterways to its well-sited bridges, from its stairs hewn out of rock to its buildings delicately balanced on ridge tops.
