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Journal : JOURNAL OF COASTAL DEVELOPMENT

WAVE RUN-UP ON ROCK SLOPES OF A COASTAL STRUCTURE Mustafid .
JOURNAL OF COASTAL DEVELOPMENT Vol 4, No 3 (2001): Volume 4, Number 3, Year 2001
Publisher : JOURNAL OF COASTAL DEVELOPMENT

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Abstract

A wave runrup height on a coastal structure with sloping face is one ofthe considerations in the planning and design of sea—walLs or brealcwaters. In this paper, a wave run—up height on rock slopes of a coastal structure is presented using the empirical approach based on incident waves entering coastal structure. A height and increasing level of wave run-up hom incident wave amplitude are presented on rock slopes of a coastal structure with various angle of structure slopes and various water depths. The influence of incident wave height and wave period on the wave run-up height are described through the correlation analysis, and the probability distribution of wave run-up height is described as a Weibull distribution.
PREDICTION OF WAVE RUN-UP ON A COASTAL IMPERMEABLE STRUCTURE Wicakcono, Bambang Rizki; Mustafid .; Slamet Hargono
JOURNAL OF COASTAL DEVELOPMENT Vol 4, No 2 (2001): Volume 4, Number 2, Year 2001
Publisher : JOURNAL OF COASTAL DEVELOPMENT

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Abstract

A knowledge of wave run-up behavior on a coastal structure is one of the most important factors affecting the design of coastal structures exposed to wave attack. Prediction of wave run-up on a coastal impermeable structure with slope face and various friction factors are discussed with simplifying assumptions. An analytical approach is given for predicting wave run-up based on data measurements as the parameters of  incident waves entering to coastal structure.  Statistical approach with Weibull distribution is given on prediction of wave run-up, and present the probability distribution of wave run-up height.