Coastal communities face a wide range of challenges associated with rising seas, hurricanes, long-term shoreline change, human and ecosystem health, and increasing development. An innovative and trained coastal workforce is needed to help communities, and the nation, address these challenges.
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Our graduates have been hired by state and federal agencies including the North Carolina Department of Transportation and U.S. Army Corps of Engineers and by a wide range of private surveying and design firms throughout the southeast region. In addition, some graduates have moved on to pursue graduate degrees at premier universities both domestically and abroad. The B.S. Coastal Engineering degree combines a breadth of experience that opens up a wide range of employment opportunities.
The program, within the Department of Physics and Physical Oceanography, leverages the university's expansive expertise in earth and ocean sciences, physical oceanography, and environmental science, as well as the regional and geographic distinctiveness of coastal North Carolina. It focuses on foundational courses in math and physics, and specialized coursework in coastal engineering and marine science.
As an undergraduate student, you will also have the opportunity to participate in cutting-edge research in the area's waterways and coastal habitats under the direction of faculty scholars, current and former practitioners, and licensed professional engineers. As part of the program, students learn and work in state-of-the-art facilities, including the coastal engineering laboratory with a 78-foot wave flume, the only one of its kind in the central Mid-Atlantic region.
Important Curriculum Notes
Coastal Engineering coursework is sequential and most classes are only offered once per year. Students out of sequence may require 5 years to complete the degree. A traditional 8-semester plan is found below.
Due to the progressive nature of the degree, students must meet with their academic advisor each semester to review the status of their courses/degree.
Students who are not ready to enroll in Calculus I (MAT 161) the fall semester of their freshman year will likely need 5 years to complete the B.S. Coastal Engineering degree.
Once you are accepted to UNCW, you should enroll in the combined EGN 101/UNI course, which will satisfy the University Studies requirement for First-Year Seminar. This 3-credit course will be your first chance to start learning about the basics of engineering. Other important information about your first year at UNCW will be provided during orientation. If you have questions about getting started, we encourage you to reach out to the first-year academic advisor, Nile McKibben at mcki...@uncw.edu (910-962-7908).
If you are a sophomore or transfer student, you should enroll in EGN 101, which is a two-hour Introduction to Engineering course. You will not need the additional UNI component. Transfer students should contact the Coastal Engineering program academic advisor, Nanci Boldizar at bold...@uncw.edu
Math is critical to the coastal engineering program; therefore, students not ready to take MAT 161 in the fall of their freshman year will likely need 5 years to complete the degree.
The Master of Coastal and Ocean Policy (MCOP) is a professional, non-thesis, interdisciplinary degree program that immerses students in a unique curriculum aimed at advancing technical knowledge of coastal and ocean processes and resources as well as the tools and concepts of the policy making.
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In this current study, we described a modified extended tanh-function (mETF) method to find the new and efficient exact travelling and solitary wave solutions to the modified Liouville equation and modified regularized long wave (mRLW) equation in water wave mechanics. Travelling wave transformation decreases the leading equation to traditional ordinary differential equations (ODEs). The standardized balance technique provides the instruction of the portended polynomial related result stimulated from the mETF method. The substitution of this result follows the preceding step. Balancing the coefficients of the like powers of the portended solution leads to a system of algebraic equations (SAE). The solution of that SAE for coefficients provides the essential connection between the coefficients and the parameters to build the exact solution. Here the acquired solutions are hyperbolic, rational, and trigonometric function solutions. Our mentioned method is straightforward, succinct, efficient, and powerful and can be emphasized to establish the new exact solutions of different types of nonlinear conformable fractional equations in engineering and further nonlinear treatments.
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To examine the dynamical behavior of travelling wave solutions of the water wave phenomenon for the family of 3D fractional Wazwaz-Benjamin-Bona-Mahony (WBBM) equations, this work employs the rational Sine-Gordon expansion (RSGE) approach based on the conformable fractional derivative. The method generalizes the well-known sine-Gordon expansion using the sine-Gordon equation as an auxiliary equation. In contrast to the conventional sine-Gordon expansion method, it takes a more general approach, a rational function rather than a polynomial one of the solutions of the auxiliary equation. The method described above is used to generate various solutions of the WBBM equations for hyperbolic functions, including soliton, singular soliton, multiple-soliton, kink, cusp, lump-kink, kink double-soliton, etc. The RSGE method contributes to our understanding of nonlinear phenomena, provides exact solutions to nonlinear equations, aids in studying solitons, advances mathematical techniques, and finds applications in various scientific and engineering disciplines. The answers are graphically shown in three-dimensional (3D) surface plots and contour plots using the MATLAB program. The resolutions of the equation, which have appropriate parameters, exhibit the absolute wave configurations in all screens. Furthermore, it can be inferred that the physical characteristics of the discovered solutions and their features may aid in our understanding of the propagation of shallow water waves in nonlinear dynamics.
Numerous issues in applied sciences, such as fluid dynamics, hydrodynamics, plasma physics, and quantum mechanics, may be modelled using ordinary and partial differential equations to characterize their physical characteristics under suitable conditions. Ordinary differential equations (ODEs) are more accessible to solve analytically, but partial differential equations (PDEs), especially nonlinear equations, are more challenging. PDEs typically convert to ODEs when they seek explicit solutions using the Ansatz (direct) and Symmetry techniques. To verify correctness and compare numerical systems, exact solutions are helpful.
To create a flow in a domain, air must be replaced by water in soils (and foams) or vice versa in fluid recovery operations. Newton's law of viscosity, which stipulates that the shear stress between adjacent fluid layers is proportional to the velocity gradient between the two layers, is not followed by non-Newtonian fluids. Newtonian fluids have a constant viscosity regardless of the force applied. Conversely, non-Newtonian fluids can experience variations in density due to various factors, including shear rate or stress. Because of their varied behavior, non-Newtonian fluids cannot all be described by a single model. Several models relate their viscosity to pressure or shear rate1,2,3,4,5. Both systems have equivalent principles regulating fluid flow. However, depending on the medium under consideration, these laws may be represented differently or use different terminology. Although flow in soil and flow in foam research disciplines are concerned with comparable physical laws6,7, communication between them has been hampered by a lack of ordinary language. A frequent and intriguing example of travelling waves in nature is water waves. The water surface oscillates up and down as a travelling wave travels across it, generating wave patterns that move over the surface. The characteristics of water waves, such as their wavelength, frequency, speed, and amplitude, may be used to define how they behave. The wave equation, a partial differential equation that describes the correlation between wave motion, time, and space, controls the dynamics of water waves. The one-dimensional linear shallow water wave equation, often known as the Korteweg-de Vries equation (KdV)8, is the traditional wave equation for small amplitude waves in shallow water. It defines waves that may move without altering form and have a single wave profile. Waves in water often disperse, which means they move at varying rates depending on their wavelength. Shorter waves with higher frequencies move more slowly than longer waves with lower frequencies.
The interactions between the waves and the surface tension and depth of the water cause this dispersion. The dynamics of water waves can become nonlinear for huge amplitude waves over long distances9. Due to nonlinear wave dynamics, complex patterns like solitons and rogue waves can arise. Waves may grow steep and unstable as they go closer to shallow water, finally breaking into choppy whitecaps. Near shorelines, this phenomenon is pronounced. Figure 1 represents the dynamics of water waves. In general, water waves display a wide range of characteristics, making them an important topic of interest and research in fluid dynamics, oceanography, and other related ones. Numerous variables affect their dynamic behavior, including wave characteristics, water depth, and environmental interactions10,11.
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