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Design analysis of Reshape Rubble Mound Break Water
Subject area: Science,Engineering and Technology · Area of research: Marine Civil Engineering
Abstract
The paper aims at analytical design of a berm break water for an Escravos Sea, where design conditions satisfies the functionality, technology and environment, at sea water dept of 4.0m, tidal correction of 0.8m, the design is carried out to satisfy the berm break water parameters such as design water dept, berm width, berm level, crest level, crest width, the size of stone in each layer for the berm break water according to engineering hand book which is often base on empirical expression developed by several experiment.
Keywords
Escravos Sea, Berm Break Water, Reshape Mound
References
[1] G.P. Tsinkes, (1997) Hand book of Port and Harbor Engineering, spinger science and business media, Dordrecht
[2] Christian Lindeolsen, lecture material Griffith University, Faculty of Engineering and Information, Gold Coast Campus
[3] H.J. Verhagen and J. P. Venden, (2017) Break water design lecture notes CIE5308, Department of Hydraulic Engineering, Faculty of Civil Engineering and Geosciences, Delft University of Technology
[4] R. Sundaravadivelu (2021) Lecture note on Port and Harbor Department of ocean Engineering, Institute of Technology Madras
[5] John W. Gaythwaite, (2016) Design of marine facility, engineering and design of port and harbor structures, American society of civil engineers, 1801 alexander bell drive
[6] Young C kim, (2010) Hand book of coastal and ocean engineering, California state university, los angeles, USA S/No Design Parameters Stability No 2 1.7 1 Design water depth (d) (m) 4.8 4.8 2 Maximum wave height (Hmax) (m) 3.74 3.74 3 Significant wave height (Hs) (m) 2.34 2.34 4 Berm width (m) 8.19 8.19 5 Berm level (m) 6.32 6.32 6 Crest level (m) 8.48 8.48 7 Crest width (m) 2.55 3.00 8 Armor layer D50 (m) 0.74 0.87 W50 (MT) 1.07 1.74 Thickness (m) 1.70 2.00 9 Under Armor layer D50 (m) 0.04 0.07 W (MT) 0.11 0.17 10 Core layer D50 (m) 0.004 0.007 W (MT) 0.01 0.02 11 Bedding layer D (m) 0.004 0.007 W (MT) 0.01 0.02 Thickness (m) 0.05 0.05 12 Toe mound D (m) 0.74 0.87 Width (m) 2.55 3.00 Height (m) 1.70 2.00
How to cite this paper
@article{1703240,
author = {Ugodo Godwin, Wugha King Nyeche},
title = {Design analysis of Reshape Rubble Mound Break Water},
journal = {Iconic Research And Engineering Journals},
year = {2022},
volume = {5},
number = {9},
pages = {75-78},
issn = {2456-8880},
url = {https://www.irejournals.com/formatedpaper/1703240.pdf},
abstract = {The paper aims at analytical design of a berm break water for an Escravos Sea, where design conditions satisfies the functionality, technology and environment, at sea water dept of 4.0m, tidal correction of 0.8m, the design is carried out to satisfy the berm break water parameters such as design water dept, berm width, berm level, crest level, crest width, the size of stone in each layer for the berm break water according to engineering hand book which is often base on empirical expression developed by several experiment.},
keywords = {Escravos Sea, Berm Break Water, Reshape Mound},
month = {March},
}