Unclassified 



Woods Hole 



RARY 



Oceanographic 1 



; institution 



SECURITY CLASSIFICATION OF THIS PAGE (When Data Entered) 



REPORT DOCUMENTATION PAGE 



READ INSTRUCTIONS 

 BEFORE COMPLETING FORM 



I. REPORT NUMBER 



Technical Report CERC-85-10 



2. GOVT ACCESSION NO 



3. RECIPIENT'S CATALOG NUMBER 



I. TITLE (end Subtitle) 



WAVE STABILITY TESTS OF DOLOS AND STONE REHABILI- 

 TATION DESIGNS FOR THE EAST BREAKWATER, CLEVELAND, 

 OHIO; Experimental Model Investigation 



5. TYPE OF REPORT & PERIOD COVERED 



Final report 



6. PERFORMING ORG. REPORT NUMBER 



7. AUTHORfa; 



Dennis G. Markle 

 Willie G. Dubose 



8. CONTRACT OR GRANT NUMBERfe.) 



9. PERFORMING ORGANIZATION NAME AND ADDRESS 



US Army Engineer Waterways Experiment Station 



Coastal Engineering Research Center 



PO Box 631, Vicksburg, Mississippi 39180-0631 



II. CONTROLLING OFFICE NAME AND ADDRESS 



US Army Engineer District, Buffalo 

 1776 Niagara Street 

 Buffalo, New York 14207 



12. REPORT DATE 



December 1985 



13. NUMBER OF PAGES 



66 



14. MONITORING AGENCY NAME a ADDRESSff/ dltlerent from Controlling Ottlce) 



15. SECURITY CLASS, (ot this report) 



Unclassified 



16. DISTRIBUTION STATEMENT (ol this Report) 



Available for public release; distribution unlimited. 



17. DISTRIBUTION STATEMENT (ol the abstract entered In Block 20, II dltlerent from Report) 



18. SUPPLEMENTARY NOTES 



Available from National Technical Information Service, 5285 Port Royal Road, 

 Springfield, Virginia 22161 



19. KEY WORDS (Continue o 



Armor stone 

 Breakwater 

 Cleveland Harbor 



aary and Identity by block number) 



Dolosse 



Overtopping 



Waves 



20. ABSTRACT rConUnum am raver— »ft*i ft rraceaaaty and Identity by block number) 



An experimental model investigation was conducted using a two- 

 dimensional stability model at an undisturbed linear scale of 1:28.5 (model to 

 prototype). The purposes of the stability tests were as follows: 



a. Evaluate the stability of the proposed 4-ton dolos trunk section 

 (Plan 1) when exposed to design wave and still-water level (swl) 

 conditions. 



(Continued) 



DO FC 



EDITION OF > MOV 65 IS OBSOLETE 



Unclassified 



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