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Book Stability of Stone  and Dolos armored  Rubble mound Breakwater Trunks Subjected to Breaking Waves with No Overtropping

Download or read book Stability of Stone and Dolos armored Rubble mound Breakwater Trunks Subjected to Breaking Waves with No Overtropping written by Robert D. Carver and published by . This book was released on 1983 with total page 21 pages. Available in PDF, EPUB and Kindle. Book excerpt:

Book Stability of Stone and Dolos armored  Rubble mound Breakwater Trunks Subjected to Breaking Waves with No Overtopping

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 116 pages. Available in PDF, EPUB and Kindle. Book excerpt:

Book Stability of Stone  and Dolos armoured  Rubble mound Breakwater Trunks Subjected to Breaking Waves with No Overtopping

Download or read book Stability of Stone and Dolos armoured 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 113 pages. Available in PDF, EPUB and Kindle. Book excerpt:

Book Stability of Stone  and Dolos armored Rubble mound Breakwater Heads Subjected to Breaking and Nonbreaking Waves with No Overtopping

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 Effects of First Underlayer Weight on the Stability of Stone armored Rubble mound Breakwater Trunks Subjected to Nonbreaking Waves with No Overtopping

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 Stability and Wave Transmission Response of Stone  and Dolos armored  Rubble mound Breakwater Trunks Subjected to Extreme Wave Heights

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.

Book Effects of Dolos Breakage on the Stability of Rubble mound Breakwater Trunks Subjected to Breaking and Nonbreaking Waves with No Overtopping

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:

Book Stability of Dolos and Tribar Overlays for Rehabilitation of Stone armored Rubble mound Breakwater and Jetty Trunks Subjected to Breaking Waves

Download or read book Stability of Dolos and Tribar Overlays for Rehabilitation of Stone armored Rubble mound Breakwater and Jetty Trunks Subjected to Breaking Waves written by Robert D. Carver and published by . This book was released on 1988 with total page 38 pages. Available in PDF, EPUB and Kindle. Book excerpt:

Book Stability of Dolos Overlays for Rehabilitation of Stone armored Rubble mound Breakwater Heads Subjected to Breaking Waves

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 Stability of Stone  and Dolos armored  Rubble mound Breakwater Heads Subjected to Nonbreaking Waves with No Overtopping

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 Stability of Dolos Overlays for Rehabilitation of Dolos armored Rubble mound Breakwater and Jetty Trunks Subjected to Breaking Waves

Download or read book Stability of Dolos Overlays for Rehabilitation of Dolos armored Rubble mound Breakwater and Jetty Trunks Subjected to Breaking Waves written by Robert D. Carver and published by . This book was released on 1988 with total page 46 pages. Available in PDF, EPUB and Kindle. Book excerpt:

Book Stability of Dolos Overlays for Rehabilitation of Tribar armored Rubble mound Breakwater and Jetty Trunks Subjected to Breaking Waves

Download or read book Stability of Dolos Overlays for Rehabilitation of Tribar armored Rubble mound Breakwater and Jetty Trunks Subjected to Breaking Waves written by Robert D. Carver and published by . This book was released on 1988 with total page 38 pages. Available in PDF, EPUB and Kindle. Book excerpt:

Book Repair  Evaluation  Maintenance  and Rehabilitation Research Program  Stability of Dolos Armored Rubble Mound Breakwater and Jetty Trunks Subjected to Breaking Waves

Download or read book Repair Evaluation Maintenance and Rehabilitation Research Program Stability of Dolos Armored Rubble Mound Breakwater and Jetty Trunks Subjected to Breaking Waves written by Robert D. Carver and published by . This book was released on 1988 with total page 46 pages. Available in PDF, EPUB and Kindle. Book excerpt: An experimental model investigation was conducted to obtain design produce for dolos overlays used to rehabilitate dolos-armored rubble-mound breakwater and jetty trunks subjected to breaking waves. All tests were conducted with a 1V-on-10H slope fronting the test sections and 1V- on-1.5H- and 1V- on-2H-structure slopes. It was concluded that: a) Stability showed some dependency on both d/L and H/d, with minimum stability occurring at the lower values of d/L and higher values of H/d, i.e. longer wave periods in shallower water; and b) The minimum stability coefficient observed is very similar to that presently recommended for new construction (15.6 versus 15). Keywords: Armor units; Breakwaters; Jetties; Rubble mound; Dolos.

Book Effects of First Underlayer Weight on the Stability of Stone armored Rubble mound Breakwater Trunks Subjected to Nonbreaking Waves with No Overtopping

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 72 pages. Available in PDF, EPUB and Kindle. Book excerpt: Hydraulic model tests were conducted to determine the stability response of stone-armored breakwaters for a selected range of first underlayer weights. It was concluded that for the range of test conditions considered: (a) variations in first-underlayer stone weights (w sub 1) from (w sub r)/5 to (w sub r/20 do not have a significant effect on armor stability; (b) armor stability will not be significantly influenced by relative depth (d/L) or wave steepness (H/L); and (c) wave runup and rundown are not significantly affected by variation in first-underlayer stone weights (w sub 1) in the range (w sub r)/20

Book Dolos Armor Units Used on Rubble mound Breakwater Trunks Subjected to Nonbreaking Waves with No Overtopping

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 85 pages. Available in PDF, EPUB and Kindle. Book excerpt: This investigation describes a portion of a research effort to provide fundamental data for the design of rubble-mound breakwaters. This report addresses the use of dolos armor on breakwater trunks subjected to nonbreaking waves and with no overtopping. The majority of the tests reported herein were designed to determine the stability coefficient, K, and runup and rundown values for the above conditions. Additional limited tests were conducted to show what effects (1) varying the first underlayer stone material from 1/5 to 1/20 of the armor weight (Wr) would have on armor stability, wave runup, and wave rundown; (2) placing the dolosse in selected geometric patterns would have on stability; and (3) reducing the number of dolosse used in the cover layer would have on stability.