Wave Period Effect on the Stability of Riprap
John P. Ahrens, Bruce L. McCartney
Abstract
John P. Ahrens, Bruce L. McCartney
Abstract
Test data on the stability of dumped quarry stone riprap to wave attack is presented and analyzed. The tests were conducted in the large two-dimensional wave tank at the Coastal Engineering Research Center (CERC) at near prototype scale. The test data show riprap stability changes with wave period with the lowest stability occurring at a period that creates a collapsing breaker. Methods to predict riprap stability and wave runup on riprap are developed and discussed. (Author)
OpenAlex reports 62 citations for this work. Citation counts describe recorded attention and do not establish research quality.
A contribution statement is not available in the OpenAlex record.
Method details are not available in the OpenAlex metadata.
Findings are not separately available in the OpenAlex metadata.
Limitations are not available in the OpenAlex metadata.
Application details are not available in the OpenAlex metadata.
Test data on the stability of dumped quarry stone riprap to wave attack is presented and analyzed. The tests were conducted in the large two-dimensional wave tank at the Coastal Engineering Research Center (CERC) at near prototype scale. The test data show riprap stability changes with wave period with the lowest stability occurring at a period that creates a collapsing breaker. Methods to predict riprap stability and wave runup on riprap are developed and discussed. (Author)
Key concepts: Riprap, Stability (learning theory), Period (music), Geology, Geotechnical engineering, Wave height, Marine engineering, Engineering