Experimental Study of the Relationship between Slope and Opening Height of OWC Type Wave Breaker Model on Wave Reflection

Riswal Karamma; A.Subhan Mustari; Mukhsan P.Hatta; Silman Pongmanda; Ariningsih Suprapti; St.Nur Rahmah; Muhammad Rifaldi Mustamin

doi:10.62012/zl.v5i2.35402

Authors

Riswal Karamma Departement of Civil Engineering. Hasanuddin University, Indonesia
A.Subhan Mustari Departement of Civil Engineering. Hasanuddin University, Indonesia
Mukhsan P.Hatta Departement of Civil Engineering. Hasanuddin University, Indonesia
Silman Pongmanda Departement of Civil Engineering. Hasanuddin University, Indonesia
Ariningsih Suprapti Departement of Civil Engineering. Hasanuddin University, Indonesia
St.Nur Rahmah Departement of Civil Engineering. Hasanuddin University, Indonesia
Muhammad Rifaldi Mustamin Departement of Civil Engineering. State Polytechnic of Ujung Pandang, Indonesia

DOI:

https://doi.org/10.62012/zl.v5i2.35402

Keywords:

Breakwater, OWC type Breakwater, Reflection Coefficient

Abstract

Breakwater is a very effective wave dampening building to be used as a coastal protection against coastal abrasion by destroying wave energy before it reaches the coast. The working mechanism of the OWC type is the rise and fall of ocean waves which will push the air in the OWC column, then will rotate the turbine connected to the generator to produce electricity. This study aims to determine the effect of slope and opening height on breakwater on wave reflection. Then analyze the parameters that affect the amount of wave reflection and compare the resulting wave parameters. This research was conducted at the Hydraulics Laboratory, Department of Civil Engineering, Faculty of Engineering, Hasanuddin University. The method used was experimental based. The resulting wave characteristics consist of three depth variations, three period variations and three stroke variations. The research model used is an Oscillating Water Column (OWC) type breakwater with slope variations of 45°, 60° and 90° and open wall variations as high as 5 cm, 10 cm and 15 cm. The reading of the water level fluctuation is done electronically through the reading of the wave monitor. The results showed that the magnitude of the reflection coefficient is influenced by structural parameters, namely the slope and height of the model opening and hydraulic parameters, namely depth, period and wave height. The effect of the model slope on the reflection coefficient is that the greater the slope, the greater the reflection coefficient value. The effect of the model opening height is that the greater the opening height, the smaller the reflection coefficient value.

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