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Stability of stone- and dolos-armored rubble-mound breakwater heads subjected to breaking and nonbreaking waves with no overtopping

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Unclassified

SECURITY CLASSIFICATION OF THiS PAGt

REPORT DOCUMENTATION PAGE

T

Form Approved OM8 No. 0704-0188

la. REPORT SECURITY CLASSIFICATION 1 b. RESTRICTIVE MARKINGS

Unclassified

2,. SECURITY CLASSIFICATION AUTHORITY 3 DISTRIBUTION / AVAILABILITY OF REPORT

2b. DECLASSIFICATION / DOWNGRADING SCHEDULE Approved for public release; distribution

unlimited.

4. PERFORMING ORGANIZATION REPORT NUMBER(S) 5. MONITORING ORGANIZATION REPORT NUMBER(S)

Technical Report CERC-89-4

6a. NAME OF PERFORMING ORGANIZATION 6b. OFFICE SYMBOL la. NAME OF MONITORING ORGANIZATION

USAEWES, Coastal Engineering (If applicable)

Research Center WESCV

6c. ADDRESS (City, State, and ZIP Code) 7b. ADDRESS (City, State, and ZIP Code)

PO Box 631

Vicksburg, MS 39181-0631

8a. NAME OF FUNDING/SPONSORING 8b. OFFICE SYMBOL 9. PROCUREMENT INSTRUMENT IDENTIFICATION NUMBER

ORGANIZATION (If applicable)

US Army Corps of Engineers

8c. ADDRESS (City, State, and ZIP Code) 10. SOURCE OF FUNDING NUM8ERS

PROGRAM PROJECT TASK WORK UNIT

Washington, DC 20314-1000 ELEMENT NO. NO. NO. ACCESSION NO. 31269

11. TITLE (Include Security Classification)

Stability of Stone- and Dolos-Armored Rubble-Mound Breakwater Heads Subjected to Breaking and Nonbreaking Waves With No Overtoooing

12. PERSONAL AUTHOR(S)

Carver, Robert D.; Heimbaugh, Martha S.

13a. TYPE OF REPORT

r

3b. TIME COVERED 14. DATE OF REPORT (Year, Month, Day)

rs.

PAGE COUNT

Final report FROM TO May 1989 50

16. SUPPLEMENTARY NOTATION

Available from National Technical Information Se-rvice, 5285 Port Royal Road, Spr ingfield, VA 22161.

17. COSATI CODES 18. SUBJECT TERMS (Continue on reverse if necessary and identify by block number)

FIELD GROUP SUB-GROUP Armor stability Rubble mound

Breakwaters Stone armor Dolos armor

19, ABSTRACT (Continue on reverse if necessary and identify by block number)

The purpose of the model investigation reported herein was to obtain deSign

information for stone and dolos armor used on breakwater heads and subjected to breaking 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 sea-side slope of the structure, angle of wave attack, wave period, and wave height.

20. DISTRIBUTION / AVAILABILITY OF ABSTRACT 21. ABSTRACT SECURITY CLASSIFICATION

~ UNCLASSIFIED/UNLIMITED

o

SAME AS RPT

o

OTIC USERS Unclassified

22a. NAME OF RESPONSIBLE INDIVIDUAL 22b. TELEPHONE (Include Area Code) 122C. OFFICE SYMBOL

DO Form 1473. JUN 86 PrevIous edItions are obsolete. SECURITY CLASSIFICATION OF THIS PAGE

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