Download Stability Of Stone And Dolos Armored Rubble Mound Breakwater Heads Subjected To Nonbreaking Waves With No Overtopping full books in PDF, epub, and Kindle. Read online Stability Of Stone And Dolos Armored Rubble Mound Breakwater Heads Subjected To Nonbreaking Waves With No Overtopping ebook anywhere anytime directly on your device. Fast Download speed and no annoying ads. We cannot guarantee that every ebooks is available!
The purpose of the investigation herein was to obtain design information for stone and dolos armor used on breakwater heads and subjected to nonbreaking waves. More specifically, it was desired to determine the minimum weight of individual armor units (with given specific weights) required for stability as a function of (a) Type of armor unit; (b) Sea-side slope of the structure; (c) Angle of wave attack; (d) Wave period; (e) Wave height; Based on tests and results described herein, in which stone and dolos armor are used on conical breakwater heads and subjected to nonbreaking waves with angles of wave attack of 0, 45, 90, and 135 deg, it is concluded that: (a) The longer wave periods (2.00 and 2.75 sec) generally produce the lower stabilities; (b) Angles of wave attack of 45 and 90 deg are the most critical; (c) Flattening the slope from 1V on 1.5H to 1V on 2H does not improve stability of the stone armor.
Book Synopsis Stability of Stone- and Dolos-armored, Rubble-mound Breakwater Heads Subjected to Nonbreaking Waves with No Overtopping by : Robert D. Carver
Download or read book Stability of Stone- and Dolos-armored, Rubble-mound Breakwater Heads Subjected to Nonbreaking Waves with No Overtopping written by Robert D. Carver and published by . This book was released on 1987 with total page 86 pages. Available in PDF, EPUB and Kindle. Book excerpt: The purpose of the investigation herein was to obtain design information for stone and dolos armor used on breakwater heads and subjected to nonbreaking waves. More specifically, it was desired to determine the minimum weight of individual armor units (with given specific weights) required for stability as a function of (a) Type of armor unit; (b) Sea-side slope of the structure; (c) Angle of wave attack; (d) Wave period; (e) Wave height; Based on tests and results described herein, in which stone and dolos armor are used on conical breakwater heads and subjected to nonbreaking waves with angles of wave attack of 0, 45, 90, and 135 deg, it is concluded that: (a) The longer wave periods (2.00 and 2.75 sec) generally produce the lower stabilities; (b) Angles of wave attack of 45 and 90 deg are the most critical; (c) Flattening the slope from 1V on 1.5H to 1V on 2H does not improve stability of the stone armor.
Book Synopsis Stability of Stone- and Dolos-armored Rubble-mound Breakwater Heads Subjected to Breaking and Nonbreaking Waves with No Overtopping by : Robert D. Carver
Download or read book Stability of Stone- and Dolos-armored Rubble-mound Breakwater Heads Subjected to Breaking and Nonbreaking Waves with No Overtopping written by Robert D. Carver and published by . This book was released on 1989 with total page 58 pages. Available in PDF, EPUB and Kindle. Book excerpt:
Book Synopsis Stability of Stone- and Dolos-armored, Rubble-mound Breakwater Heads Subjected to Nonbreaking Waves with No Overtopping by : Robert D. Carver
Download or read book Stability of Stone- and Dolos-armored, Rubble-mound Breakwater Heads Subjected to Nonbreaking Waves with No Overtopping written by Robert D. Carver and published by . This book was released on 1987 with total page 90 pages. Available in PDF, EPUB and Kindle. Book excerpt:
Book Synopsis Stability of Stone-and Dolos-armored, Rubble-mound Breakwater Trunks Subjected to Breaking Waves with No Overtopping by : Robert D. Carver
Download or read book Stability of Stone-and Dolos-armored, Rubble-mound Breakwater Trunks Subjected to Breaking Waves with No Overtopping written by Robert D. Carver and published by . This book was released on 1983 with total page pages. Available in PDF, EPUB and Kindle. Book excerpt:
Book Synopsis Effects of First Underlayer Weight on the Stability of Stone-armored Rubble-mound Breakwater Trunks Subjected to Nonbreaking Waves with No Overtopping by : Robert D. Carver
Download or read book Effects of First Underlayer Weight on the Stability of Stone-armored Rubble-mound Breakwater Trunks Subjected to Nonbreaking Waves with No Overtopping written by Robert D. Carver and published by . This book was released on 1980 with total page 78 pages. Available in PDF, EPUB and Kindle. Book excerpt:
Book Synopsis Dolos Armor Units Used on Rubble-mound Breakwater Trunks Subjected to Nonbreaking Waves with No Overtopping by : Robert D. Carver
Download or read book Dolos Armor Units Used on Rubble-mound Breakwater Trunks Subjected to Nonbreaking Waves with No Overtopping written by Robert D. Carver and published by . This book was released on 1977 with total page 90 pages. Available in PDF, EPUB and Kindle. Book excerpt:
Book Synopsis Stability of Dolos Overlays for Rehabilitation of Stone-armored Rubble-mound Breakwater Heads Subjected to Breaking Waves by : Robert D. Carver
Download or read book Stability of Dolos Overlays for Rehabilitation of Stone-armored Rubble-mound Breakwater Heads Subjected to Breaking Waves written by Robert D. Carver and published by . This book was released on 1989 with total page 36 pages. Available in PDF, EPUB and Kindle. Book excerpt:
Book Synopsis Effects of Dolos Breakage on the Stability of Rubble-mound Breakwater Trunks Subjected to Breaking and Nonbreaking Waves with No Overtopping by : Dennis G. Markle
Download or read book Effects of Dolos Breakage on the Stability of Rubble-mound Breakwater Trunks Subjected to Breaking and Nonbreaking Waves with No Overtopping written by Dennis G. Markle and published by . This book was released on 1983 with total page 76 pages. Available in PDF, EPUB and Kindle. Book excerpt:
The purpose of the investigation was to obtain design information for stone and dolos armor used on breakwaters trunks and subjected to breaking and nonbreaking waves that exceeded the recommended design wave heights. Tests were planned in such a manner that sufficient data could be obtained to define a functional relationship between damage and relative wave height H/HD where H is a selected extreme wave height and HD is the design wave height. Also, transmitted wave heights were measured for all incident wave conditions. Based on test results in which dolos and stone armor were used on breadwater trunks and subjected to nonbreaking waves in a d/L range of 0.10 to 0.25 and breaking waves in a d/L range of 0.04 to 0.14, the direction of wave approach was 90 deg, and the structures were initially designed for no overtopping, it was concluded that: (1)Structures built to a 1V:1.5H slope generally tended to experience higher damage levels than those constructed on a 1V:2H slope, and (2) Transmitted wave heights observed one-half and one wavelength behind the breakwaters were very similar.
Book Synopsis Stability and Wave Transmission Response of Stone- and Dolos-armored, Rubble-mound Breakwater Trunks Subjected to Extreme Wave Heights by : Robert D. Carver
Download or read book Stability and Wave Transmission Response of Stone- and Dolos-armored, Rubble-mound Breakwater Trunks Subjected to Extreme Wave Heights written by Robert D. Carver and published by . This book was released on 1986 with total page 98 pages. Available in PDF, EPUB and Kindle. Book excerpt: The purpose of the investigation was to obtain design information for stone and dolos armor used on breakwaters trunks and subjected to breaking and nonbreaking waves that exceeded the recommended design wave heights. Tests were planned in such a manner that sufficient data could be obtained to define a functional relationship between damage and relative wave height H/HD where H is a selected extreme wave height and HD is the design wave height. Also, transmitted wave heights were measured for all incident wave conditions. Based on test results in which dolos and stone armor were used on breadwater trunks and subjected to nonbreaking waves in a d/L range of 0.10 to 0.25 and breaking waves in a d/L range of 0.04 to 0.14, the direction of wave approach was 90 deg, and the structures were initially designed for no overtopping, it was concluded that: (1)Structures built to a 1V:1.5H slope generally tended to experience higher damage levels than those constructed on a 1V:2H slope, and (2) Transmitted wave heights observed one-half and one wavelength behind the breakwaters were very similar.
Download or read book Technical Report CERC written by and published by . This book was released on 1983 with total page 284 pages. Available in PDF, EPUB and Kindle. Book excerpt:
