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العنوان
WAVE ENERGY DISSIPATION BY
RUBBLE MOUND BREAKWATER
المؤلف
El-Serafy;Sonia Youssef
هيئة الاعداد
باحث / Sonia Youssef El-Serafy
مشرف / Abd El-Fattah El-Fiky
مشرف / Abd El-Mohsen El-Mongy
مشرف / Ali Mohamed Talaat
الموضوع
Civil Engineering
تاريخ النشر
1988
عدد الصفحات
263 ص
اللغة
الإنجليزية
الدرجة
ماجستير
التخصص
الهندسة المدنية والإنشائية
تاريخ الإجازة
1/1/1988
مكان الإجازة
جامعة عين شمس - كلية الهندسة - الهندسة الانشائية
الفهرس
Only 14 pages are availabe for public view

from 263

from 263

Abstract

CHAPTER I
INTRODUCTION
Coastal Engineering is the collective term encompassing most
of the engineering activities related to works along the coasts
and recently has encompassed of~shore structures as well. This
branch of science has a complicating feature since it deals with
many independant variables with stochastic nature. Thus
statistical computations are involved to choose the optimum
design techniques to most of the coastal engineering problems.
Coastal Engineering is divided into three main divisions:
1. Harbors: which deal with the design of harbors’
constituents.
2. Off-shore engineering: The primary stimulus for off.
shore engineering has
companies.
come from the petroleum
3. Coastal morphology: is the study of the interaction of
waves on the coast.
The present analysis is a study to one of the most important
harbor constituents. It deals with the interaction of waves with
the rubble mound. The main theme of this thesis, is the energy
dissipation by rubble mound and the choice of an optimum
breakwater suiting the displayed conditions thus the action of
waves on the coast is reduced and the beach is protected as
possible.
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