scholarly journals UJI MODEL FISIK RAYAPAN GELOMBANG PADA REVETMEN BUIS BETON

2021 ◽  
Vol 12 (1) ◽  
pp. 15-24
Author(s):  
Juventus Welly Radianta Ginting ◽  
Eduardo Meyrianso Simanjuntak ◽  
Ida Ayu Irawati Diah Ratna Putra
Keyword(s):  
Wave Height ◽  
Continuous Wave ◽  
Precast Concrete ◽  
Physical Modelling ◽  
Video Camera ◽  
Test Scenario ◽  
Incoming Wave ◽  
Wave Flume ◽  
Run Up ◽  
Structure Height

Buis Beton (Precast concrete pipe) revetment is a common coastal structure to protect the shoreline from erosion. However, it is common that this type of structure face high wave run up. A continuous wave run up on the slope of the structure may reduce the life service of Buis Beton revetment. The objective of this research is to create scientific based guidance to design an efficient Buis Beton revetment against wave run up. A physical modelling test is conducted to understand the relationship between wave run up and Buis Beton revetment. The test scenario is based on the slope of the structure (θ), structure height (L), buis beton diameter (φ), incoming wave height (Hi) and wave period (T). The physical modelling is conducted in 2D wave flume with laboratory scale of 1:10 with regular wave simulation. Wave run up is observed using a video camera which is later processed digitally to acquire the wave run up data. This research shows that the relative wave run up has a reciprocal functional relationship with the Iribarren Number parameter. In general, wave run up height on Buis Beton revetment is less than or equal to 2.64 the wave height, Hm0.Keywords: Revetment, buis beton, wave run-up, physical modelling

scholarly journals PRESSURE DISTRIBUTIONS ON A VERTICAL BREAKWATER: EXPERIMENTAL

2011 ◽  
Vol 1 (32) ◽  
pp. 24 ◽  
Author(s):  
Dulce Maria Perez ◽  
Mariana Correa ◽  
Miguel Ortega ◽  
María Clavero ◽  
Miguel Angel Losada
Keyword(s):  
Wave Height ◽  
Wave Length ◽  
Pressure Variation ◽  
Relative Height ◽  
Rectangular Section ◽  
Uplift Pressure ◽  
Wave Flume ◽  
Pressure Distributions ◽  
Total Wave ◽  
Run Up

This work studies the horizontal and uplift pressure distributions over a caisson founded on porous materials, and their dependence on the stone diameter and the height of the foundation. For this, tests at a wave flume with an idealized composite breakwater of rectangular section, varying the depth of the foundation of the caisson and the diameter of the stones, were carried on. Eight resistive gauges and eight pressures sensors were used to measure free surface elevations and horizontal and uplift pressure variation, respectively. Results show that: 1) there exist a “saturation” of the reflection coefficient for B/L>0.4, being B the width of the dike and L the wave length, 2) by using the total wave height measured at the toe of the dike in the analysis, the dispersion of the results is significantly reduced; 3) dimensionless run-up and pressures obtained using total wave height mainly depends on the reflection regime and on the relative height of the foundation; 4) maximum uplift and horizontal forces are not always in phase, and three regimes are identified depending on which force dominates; and 5) the relation between the dimensionless forces with the total wave height at the toe of the dike depends mainly on the reflection regime and on the relative foundation height.

scholarly journals Analisa Perhitungan Analitik dan Data Eksperimen Parameter Gelombang pada Wave Flume dengan Wavemaker Tipe Piston

2017 ◽  
Vol 20 (1) ◽  
pp. 30
Author(s):  
Alfi Satriadi ◽  
Sugeng Widada ◽  
Harmon Prayogi
Keyword(s):  
Experimental Data ◽  
Wave Height ◽  
Wave Length ◽  
Physical Modelling ◽  
Ocean Waves ◽  
Dimensionless Number ◽  
Relative Depth ◽  
Model Bias ◽  
Wave Flume ◽  
External Forces

Ocean waves is one of the ocean phenomenon and It is occurred by the external forces. There are some approaches to study this phenomenon which are analytical, numerical, and physical modelling. This research aims to compare between analytical and experimental data. The methods were used in the research divided into three steps. First step was calculating theoretical equation of the relationship between dimensionless number of relative depth (kh) and stroke and wave height ratio (H/S). Secondly, the wave parameters including wave height (H), water depth (d), and wave length (L) were measured in a wave flume. Finally, the value of percentage model bias (PB) was calculated. It showed at 15,513% and 8,5% for 50 rpm and 80 rpm, respectively. In conclusion based on PB, experimental data had positive correlation to analytical equation. Keywords: Waves, piston type wavemaker, percentage model bias (PB)  Gelombang merupakan salah satu fenomena yang ada di laut. Dalam mempelajari fenomena ini dilakukan berbagai pendekatan diantaranya pendekatan analitik, pemodelan numerik, dan pemodelan fisik. Penelitian ini hanya mengkaji hasil perhitungan analitik dan data eksperimen menggunakan wavemaker tipe piston berdasarkan nilai percentage model bias (PB). Metode yang dilakukan merupakan metode kuantitatif yang dibagi menjadi tiga tahap. Tahap pertama melakukan perhitungan berdasarkan persamaan analitis hubungan antara bilangan tak berdimensi kedalaman relatif (kh) dan rasio antara tinggi gelombang dan panjang stroke (H/S). Tahap kedua adalah melakukan pengukuran parameter gelombang yaitu tinggi gelombang (H), kedalaman (d), dan panjang gelombang (L). Tahap yang terakhir adalah mencari nilai PB berdasarkan perhitungan analitik dan data eksperimen. Hasil penelitian menunjukan nilai PB untuk kecepatan putar wavemaker 50 rpm dan 80 rpm adalah masing-masing sebesar 15,513% dan 8,5%. Berdasarkan nilai PB tersebut dapat dikatakan bahwa data eksperimen mendekati perhitungan analitik. Kata Kunci: Gelombang, wavemaker tipe piston, percentage model bias (PB)

The Concept of the Optimum Alignment of Discharge Pipelines Due to the Minimization of the Wave Forces

1992 ◽  
Vol 25 (9) ◽  
pp. 211-216
Author(s):  
A. Akyarli ◽  
Y. Arisoy
Keyword(s):  
Wave Height ◽  
Wave Force ◽  
Wave Forces ◽  
Wave Direction ◽  
Incoming Wave ◽  
Pipeline Route ◽  
Optimum Alignment ◽  
The Cost ◽  
Resultant Wave

As the wave forces are the function of the wave height, period and the angle between the incoming wave direction and the axis of the discharge pipeline, the resultant wave force is directly related to the alignment of the pipeline. In this paper, a method is explained to determine an optimum pipeline route for which the resultant wave force becomes minimum and hence, the cost of the constructive measures may decrease. Also, the application of this method is submitted through a case study.

scholarly journals THE EXTENT OF AGRICULTURAL LAND DAMAGE IN VARIOUS TSUNAMI WAVE HEIGHT SCENARIOS: DISASTER MANAGEMENT AND MITIGATION

2018 ◽  
Vol XLII-3/W4 ◽  
pp. 51-57 ◽  
Author(s):  
S. Antoni ◽  
R. A. Bantan ◽  
H. M. Taki ◽  
W. Anurogo ◽  
M. Z. Lubis ◽  
...  
Keyword(s):  
Wave Height ◽  
Vegetation Index ◽  
Agricultural Land ◽  
Numerical Data ◽  
Earthquake Hazard ◽  
Case Scenario ◽  
Worst Case ◽  
Large Power ◽  
Aster Image ◽  
Run Up

<p><strong>Abstract.</strong> The southern coastal areas of Java are highly vulnerable areas of earthquake hazard because they located 200&amp;thinsp;km from the southern Java subduction zone. This zone is an active seismicity area, resulting in many tectonic earthquakes caused by collisions and shift between the plates. This shift when it occurs under the sea surface with a large power intensity can lead to a tsunami. This research conducted to identify the extent of agricultural land (AL) damaged by the tsunami for disaster risk management and mitigation. Numerical modelling was performed to determine the run-up height of the tsunami through numerical data. This model was designed using the worst-case scenario. The tsunami inundation model analysed from the coming wave (run-up) with a height of 30&amp;thinsp;m. This model used scenarios of tsunami run-up height in a coastline, coarse coefficient and slope. The data extracted using remote sensing (RS) data was the slope obtained from the ASTER image GDEM data, the agricultural land productivity data obtained using NDVI vegetation index transformation and field data on productivity, and tsunami hazard analysis with various altitude scenarios using run-up model impact on existing AL conditions. The elevation-data was obtained from the 15&amp;thinsp;m ASTER image data (GDEM) that was reclassified into a slope class map. The risk of destruction of AL based on wave height extracted by using RS data generated rice risk loss index of AL of 190.5071&amp;thinsp;tons for a height of 1&amp;thinsp;m, 1851.522&amp;thinsp;tons for a height of 5&amp;thinsp;m, 7402.71&amp;thinsp;tons for a height of 10&amp;thinsp;m, 10776.47&amp;thinsp;tons to a height of 15&amp;thinsp;m, 11823.9&amp;thinsp;tons for height 20&amp;thinsp;m, and 11824.27&amp;thinsp;tons to a height of 30&amp;thinsp;m.</p>

scholarly journals PHYSICAL MODEL TESTS ON WAVE OVERTOPPING AND FLOW PROCESSES ON DIKE CRESTS INFLUENCED BY WAVE-CURRENT INTERACTION

2012 ◽  
Vol 1 (33) ◽  
pp. 34 ◽  
Author(s):  
Stefanie Lorke ◽  
Babette Scheres ◽  
Holger Schüttrumpf ◽  
Antje Bornschein ◽  
Reinhard Pohl
Keyword(s):  
Physical Model ◽  
Model Tests ◽  
Longshore Current ◽  
Wind Fields ◽  
Incoming Wave ◽  
Wave Overtopping ◽  
Improve Design ◽  
Physical Model Tests ◽  
Flow Processes ◽  
Run Up

Flow processes like flow depths and flow velocities give important information about erosion and infiltration processes, which can lead to an unstable dike structure and consequently to dike failure. Up to now several physical model tests on wave run-up and wave overtopping are available to adjust and improve design formula for different dike structures. This kind of physical model tests have been performed in the here presented project FlowDike. Its main purpose is to consider two new aspects that could influence the assessment of wave run-up and wave overtopping as well as the flow processes on dikes which have not been investigated yet: longshore current and wind. Especially in estuaries and along coasts, the effect of tidal and storm induced currents combined with local wind fields can influence the incoming wave parameters at the dike toe as well as the wave run-up height, the wave overtopping rate and the flow processes on dikes. This paper will focus on these flow processes on dike slopes and dike crests on an 1:6 sloped dike influenced by oblique wave attack and longshore current.

scholarly journals WAVE RUN-UP AT SEA DIKES UNDER OBLIQUE WAVE APPROACH

1982 ◽  
Vol 1 (18) ◽  
pp. 50
Author(s):  
E. Tautenhain ◽  
S. Kohlhase ◽  
H.W. Partenscky
Keyword(s):  
Irregular Waves ◽  
Wave Direction ◽  
Wave Runup ◽  
Natural Conditions ◽  
Wave Impact ◽  
Oblique Wave ◽  
Wave Flume ◽  
Wave Approach ◽  
Impact Forces ◽  
Run Up

Besides wave impact forces, erosion of the inner side of a sea dike is a serious cause of destruction. Therefore, wave run-up and overtopping effects have to be considered with respect to the safety of a dike. Strong relations were found between both these influences (TAUTENHAIN et.al., 1980, 1981, 1982), based on experiments in a wave flume and using an energy conservation concept. However, under natural conditions, an oblique wave approach has to be considered. This paper deals with the influence of wave direction on wave runup on a smooth dike slope in order to provide a basis for calculating the overtopping rates for both regular and irregular waves.

Laboratory Simulation and Analysis of Wave Groups

2006 ◽  
Author(s):  
R. Balaji ◽  
S. A. Sannasiraj ◽  
V. Sundar
Keyword(s):  
Wave Height ◽  
Significant Wave Height ◽  
Region Of Interest ◽  
Offshore Structures ◽  
Laboratory Simulation ◽  
Frequency Of Occurrence ◽  
Wave Groups ◽  
Wave Flume ◽  
The Stability ◽  
Wave Elevations

The coastal and offshore structures are some times exposed to group of waves with successive higher wave elevations exceeding the significant wave height, which is considered to be vulnerable for the stability of the structures. Hence, the knowledge on the existence and frequency of occurrence of ocean wave groups at a particular region of interest is important for the design of the ocean structures. In the present study, the wave groups were simulated theoretically and the same was generated in the laboratory wave flume. The measured wave elevations were analysed through statistical, spectral and wavelet approaches to detect the existence of the groupiness.

Numerical Simulation of the Flow Around an Array of Free-Surface Piercing Cylinders in Waves

2007 ◽  
Author(s):  
Roberto Muscari ◽  
Andrea Di Mascio ◽  
Riccardo Broglia
Keyword(s):  
Numerical Simulation ◽  
Free Surface ◽  
Viscous Flow ◽  
Wave Height ◽  
Inviscid Flow ◽  
Incoming Wave ◽  
An Array Of Cylinders

This work deals with the viscous flow around an array of cylinders impinged by an incoming wave. Different configurations are considered in order to evaluate the effects of both wave heading and wave height on the loads applied to the bodies and on the run-ups. The results are also compared to previous calculations obtained with the assumption of inviscid flow with the aim of evaluating the contribution of viscosity.

A New Methodology for Generation of Solitary Water Waves in Laboratory

2020 ◽  
Author(s):  
Xiao Liu ◽  
Yong Liu
Keyword(s):  
Solitary Wave ◽  
Wave Height ◽  
Water Waves ◽  
Particle Image ◽  
Fluid Velocity ◽  
Simple System ◽  
Wave Surface ◽  
Wave Flume ◽  
Image Velocimetry ◽  
Laboratory Flume

Abstract In this article, a very simple system based on the enhanced dam-break flows was proposed and implemented to generate solitary wave with larger relative wave height (the ratio of wave height to water depth) in a laboratory flume. The experimental results showed that stable waves with the solitary wave profiles were successfully generated in the wave flume. The wave surface elevations were recorded by a series of wave gauges, and the fluid velocity field of the solitary wave was measured by Particle Image Velocimetry (PIV) system. The measurements of solitary wave profile, celerity and horizontal fluid velocity were also compared with the predictions by three different solitary wave theories. Results demonstrated that the present simple system was reliable and effective for the generation of solitary waves in laboratory.

Sign in / Sign up

Export Citation Format

Share Document