Hindawi Publishing Corporation Mathematical Problems in Engineering Volume 2013, Article ID 468206, 8 pages http://dx.doi.org/10.1155/2013/468206 Research Article Solitary Wave Solutions of the Boussinesq Equation and Its Improved Form Reza Abazari 1 and Adem KJlJçman 2 1 Young Researchers and Elite Club, Ardabil Branch, Islamic Azad University, P.O. Box 5616954184, Ardabil, Iran 2 Department of Mathematics, Institute of Mathematical Research, University Putra Malaysia (UPM), 43400 Serdang, Malaysia Correspondence should be addressed to Reza Abazari; abazari-r@uma.ac.ir Received 17 July 2013; Revised 5 September 2013; Accepted 6 September 2013 Academic Editor: Guo-Cheng Wu Copyright © 2013 R. Abazari and A. Kılıc¸man. is is an open access article distributed under the Creative Commons Attribution License, which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited. is paper presents the general case study of previous works on generalized Boussinesq equations, (Abazari, 2011) and (Kılıcman and Abazari, 2012), that focuses on the application of ( /)-expansion method with the aid of Maple to construct more general exact solutions for the coupled Boussinesq equations. In this work, the mentioned method is applied to construct more general exact solutions of Boussinesq equation and improved Boussinesq equation, which the French scientist Joseph Valentin Boussinesq (1842–1929) described in the 1870s model equations for the propagation of long waves on the surface of water with small amplitude. Our work is motivated by the fact that the ( /)-expansion method provides not only more general forms of solutions but also periodic, solitary waves and rational solutions. e method appears to be easier and faster by means of a symbolic computation. 1. Introduction In the recent five decades, a new direction related to the investigation of nonlinear evolution equations (NLEEs) and processes has been actively developing in various areas of sciences. Nonlinear evolution equations have been the impor- tant subject of study in various branches of mathematical- physical sciences such as physics, fluid mechanics, and chem- istry. e analytical solutions of NLEEs are of fundamental importance, since many of mathematical-physical models are described by NLEEs. Among the possible solutions to NLEEs, certain special form solutions may depend only on a single combination of variables such as solitons. In mathematics and physics, a soliton is a self reinforcing solitary wave, a wave packet or pulse, that maintains its shape while it travels at con- stant speed. Solitons are caused by a cancelation of nonlinear and dispersive effects in the medium. e term “dispersive effects” refers to a property of certain systems where the speed of the waves varies according to frequency. Solitons arise as the solutions of a widespread class of weakly nonlinear dispersive partial differential equations describing physical systems. e soliton phenomenon was first described by John Scott Russell (1808–1882) who observed a solitary wave in the Union Canal in Scotland. He reproduced the phenomenon in a wave tank and named it the “wave of translation” (also known as solitary wave or soliton) [1]. e soliton solutions are typically obtained by means of the inverse scattering transform [2] and be in dept their stability to the integrability of the field equations. In fluid mechanics, the Boussinesq approximation for water waves is an approximation valid for weakly nonlinear and fairly long waves. e approximation is named aſter Joseph Valentin Boussinesq (1842–1929), who first derived them in response to the observation by John Scott Russell of the wave of translation [3, 4]. According to the 1872 paper of Boussinesq, for water waves on an incompressible fluid and irrotational flow in the (, ) plane, the boundary conditions at the free surface elevation  = (, ) are   + k   w = 0,   + 1 2 (k 2 + w 2 ) +  = 0, (1) where k is the horizontal flow velocity component, k = /, w is the vertical flow velocity component, w = /,