Index Catalog // ScholarsArchive@OSU

An eigenvalue wave analysis of a fixed semi-immersed rectangular structure

Creator:: Steimer, Robert Bruce
Abstract:: The problem of a fixed rectangular structure of unit width in a train of simple harmonic normally-incident waves is modeled. The solution allows for variable (1) length and draft of structure, (2) differing depths in the three (fore, aft, and beneath the structure) distinct regions, and (3) wave period. The...
Resource Type:: Masters Thesis
Full Text:: pressure q complex velocity vector sin sine sinh hyperbolic sine t time variable tan tangent tanh

Stability of pipelines under shoaling finite amplitude waves

Creator:: Huang, Min-chih
Resource Type:: Masters Thesis
Full Text:: ) in which H = the wave height and f(z) = cosh K(d+z)/sinh Kd 32 (3.1.9) (3.1.10) in which K = 27

Wave interaction with rubble mound structures

Creator:: Yoo, Chul-hee
Abstract:: The objective of this study is the development and verification of an analytical solution for an unsteady flow field partially occupied by a permeable structure. Flow is induced by a small amplitude incident wave train and the permeable structure may contain multilayered anisotropic but homogeneous material. The analytical solution developed...
Resource Type:: Masters Thesis
Full Text:: and Kemn -1 ] + B. (21n le L.ln 1 sinh( Ax.eln) 1- (K.QmnB.emn (II.emn) A[.eln w2 sinh(Ax.ftn

Wave forces on submerged artificial reefs fabricated from scrap tires

Creator:: Kim, Tae In
Resource Type:: Masters Thesis

Finite amplitude deep water waves : a comparison of theoretical and experimental kinematics and dynamics

Creator:: Jensen, Robert E.
Abstract:: Problems associated with quantification of deep water wave kinematics and dynamics are examined. Summaries of Stokes' theory and Dean's stream function theory are reported. A computer algorithm is developed to solve the hydrodynamic characteristics for Stokes' fifth and third order and linear theories. Tests are initiated to verify the results...
Resource Type:: Masters Thesis
Full Text:: decay (functions of cosh(z) or sinh(z), from the still water level (z = 0) to the mudline (z = -h). One

Numerical simulation of sedimentation and circulation in rectangular marina basins

Creator:: Askren, David, 1947-
Resource Type:: Masters Thesis
Full Text:: gravity of dry sediment sin = sine sinh = hyperbolic sine ss = constant t = time t. = element

Large-scale laboratory observations of wave forces on a highway bridge superstructure

Creator:: Bradner, Christopher
Abstract:: The experimental setup and data are presented for a laboratory experiment conducted to examine realistic wave forcing on a highway bridge superstructure. The experiments measure wave conditions along with the resulting forces, pressures, and structural response of a 1:5 scale, reinforced concrete model of a typical section of the I-10...
Resource Type:: Masters Thesis

Simulation of random, nonlinear wave forces on a circular cylindrical pile

Creator:: Tuah, Hang
Abstract:: Two types of linear random wave simulation methods are investigated; viz., (1) Deterministic Spectral Amplitude (DSA) and (2) Nondeterministic Spectral Amplitude (NSA). These linear simulations are extended to second-order in a perturbation expansion in the frequency domain by utilizing a Fast Fourier Transform (FFT). The nonlinear interaction matrix for waves...
Resource Type:: Masters Thesis

The analysis of directional wave spectra from current and pressure measurements

Creator:: Lin, Li-hwa
Abstract:: Directional wave spectra have been estimated in this study based upon simultaneous subsurface measurements of current and pressure. Two previously developed methods, the stochastic and deterministic approaches, have been reviewed and restudied. It is demonstrated by means of the Correlation Theorem that the stochastic and deterministic approaches are, under certain...
Resource Type:: Masters Thesis
Full Text:: for Privacy Head Of [Department of civil Engifieering Redacted for Privacy Dean of Le 3C410U1 Date

Kinematics and return flow in a closed wave flume

Creator:: Ramsden, Jerald Day
Resource Type:: Masters Thesis
Full Text:: equation (LE) and can be written in terms of a scalar stream function () as V2I) = 0 (2.1.2) If a

ScholarsArchive@OSU

An eigenvalue wave analysis of a fixed semi-immersed rectangular structure

Stability of pipelines under shoaling finite amplitude waves

Wave interaction with rubble mound structures

Wave forces on submerged artificial reefs fabricated from scrap tires

Finite amplitude deep water waves : a comparison of theoretical and experimental kinematics and dynamics

Numerical simulation of sedimentation and circulation in rectangular marina basins

Large-scale laboratory observations of wave forces on a highway bridge superstructure

Simulation of random, nonlinear wave forces on a circular cylindrical pile

The analysis of directional wave spectra from current and pressure measurements

Kinematics and return flow in a closed wave flume

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