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This reference presents a comprehensive description of flow through
porous media and solutions to pressure diffusion problems in
homogenous, layered, and heterogeneous reservoirs. It covers the
fundamentals of interpretation techniques for formation tester
pressure gradients, and pretests, multiprobe and packer pressure
transient tests, including derivative, convolution, and
pressure-rate and pressure-pressure deconvolution. Emphasis is
placed on the maximum likelihood method that enables one to
estimate error variances in pressure data along with the unknown
formation parameters.
Serves as a training manual for geologists, petrophysicists, and
reservoir engineers on formation and pressure transient
testing
Offers interpretation techniques for immediate application in the
field
Provides detailed coverage of pretests, multiprobe and packer
pressure transient tests, including derivative, convolution, and
pressure-rate and pressure-pressure deconvolution
Box type floating breakwaters (FBs) offer a flexible, economic and
environmental friendly alternative to permanent breakwaters. They
can be moved around for different configuration needs. They are
applicable to complex sites with deep bathymetry where the
construction of a permanent breakwater is expensive and complex.
Furthermore, floating breakwaters have very little to no impact on
the marine environment. This work presents an experimental study of
box type FBs with screens under regular wave conditions. The
experiments were conducted in the Coastal and Harbor Engineering
Laboratory wave flume, Middle East Technical University, Ankara
Turkey in partial fulfillment of the requirements for the author's
degree of master of science in civil/coastal engineering. The
influence of incident wave characteristics and certain geometric
characteristics, such as the width and draft of the structure, on
its efficiency is examined. Three different widths of the structure
in combination with three different screen (draft) height, a total
of nine different cases, of FBs are examined. Results related to
transmission and reflection of the incident regular waves on the
structure are presented.
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