@article{scholars15868, year = {2021}, pages = {928--935}, journal = {Lecture Notes in Civil Engineering}, publisher = {Springer Science and Business Media Deutschland GmbH}, doi = {10.1007/978-981-33-6311-3{$_1$}{$_0$}{$_5$}}, volume = {132}, note = {cited By 0; Conference of 6th International Conference on Civil, Offshore and Environmental Engineering, ICCOEE 2020 ; Conference Date: 13 July 2021 Through 15 July 2021; Conference Code:253689}, title = {S-curve rubble mound breakwater}, isbn = {9789813363106}, issn = {23662557}, author = {Thaha, M. A. and Dwipuspita, A. I. and Dharmowijoyo, D. B. E.}, abstract = {The aim of this study is to examine the relationship between the wave steepness (Hi /L) with a stable profile slope of small size stone rubble mound breakwaters. The results of the study are expected to solve the difficulty of getting a big size crushed stone as a required based on Hudson method. Laboratory physical model study under 1:20 geometric scale was performed. The results showed that the initial sloping breakwater was changed into the S Curve shape profile and achieve a stable condition on the profile equation of y = {\^a}??ax3 {\^a}??bx + c, where a, b and c are the factors which are functions of dHi/L2. Factor c is a relative depth (d{\^a}??/d). The Equations obtained can be used in the planning and designing of S-Curve rubble mound breakwater with relatively small grain size of rocks. {\^A}{\copyright} The Author(s), under exclusive license to Springer Nature Singapore Pte Ltd. 2021.}, keywords = {Offshore oil well production, Crushed stones; Geometric scale; Physical model; Planning and designings; Profile equation; Rubble mound breakwaters; Small grain size; Wave steepness, Breakwaters}, url = {https://www.scopus.com/inward/record.uri?eid=2-s2.0-85100823596&doi=10.1007\%2f978-981-33-6311-3\%5f105&partnerID=40&md5=1e2644a24b5de993a924bc1974545d63} }