Amanote Research

Amanote Research

    RegisterSign In

Modelling Wave Dissipation on Pile Breakwater Using Xbeach

JURNAL TEKNIK HIDRAULIK
doi 10.32679/jth.v10i1.605
Full Text
Open PDF
Abstract

Available in full text

Date

July 24, 2019

Authors
Eduardo Meyrianso SimanjuntakLeo EliastaJuventus Welly GintingIda Ayu Irawati Diah Ratna Putra
Publisher

Puslitbang Sumber Daya Air Kementerian PUPR


Related search

XBeach Process-Based Modelling of Coastal Morphological Features Near Breakwater

MATEC Web of Conferences
Materials ScienceEngineeringChemistry
2018English

Numerical Simulation of Wave Overtopping on a Porous Breakwater Using Boussinesq Equations

Journal of Korean Society of Coastal and Ocean Engineers
2017English

Modelling Storm Responses on a High-Energy Coastline With XBeach

Modeling Earth Systems and Environment
2015English

Study on the Wave Dissipation Properties of the No Bottom Semi-Circular Wave Dissipation Block

2016English

Numerical Analysis on Wave Dissipation Using Armor Blocks Over a Submerged Beakwater

PROCEEDINGS OF CIVIL ENGINEERING IN THE OCEAN
1998English

Experimental Study on Multi-Directional Wave Force to Breakwater

PROCEEDINGS OF CIVIL ENGINEERING IN THE OCEAN
1995English

Wave Control by Tide-Adapting Submerged Breakwater

Journal of Ocean Engineering and Technology
2019English

Influences of Pile Group Effects on Wave Forces on an Offshore Bridge Pile-Cap Foundation

Challenges
2017English

Parameters Influencing Wave Run-Up on a Rubble Mound Breakwater

2003English

Amanote Research

Note-taking for researchers

Follow Amanote

© 2025 Amaplex Software S.P.R.L. All rights reserved.

Privacy PolicyRefund Policy