UNCLASSIFIED 



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REPORT DOCUMENTATION PAGE 



READ INSTRUCTIONS 

 BEFORE COMPLETING FORM 



1. REPORT NUMBER 



CETA 78-2 



2. GOVT ACCESSION NO. 



3. RECIPIENT'S CATALOG NUMBER 



4. TITLE (and Sublllle) 



REVISED WAVE RUNUP CURVES FOR SMOOTH SLOPES 



5. TYPE OF REPORT & PERIOD COVERED 



Coastal Engineering 

 Technical Aid 



6. PERFORMING ORG. REPORT NUMBER 



7. AUTHORfs; 



Philip N. Stoa 



8. CONTRACT OR GRANT NUMBERfs; 



9. PERFORMING ORGANIZATION NAME AND ADDRESS 



Department of the Army 



Coastal Engineering Research Center (CEREN-CD) 



Kingman Building, Fort Belvoir, Virginia 22060 



10. PROGRAM ELEMENT, PROJECT, TASK 

 AREA a WORK UNIT NUMBERS 



F31234 



1 1. CONTROLLING OFFICE NAME AND ADDRESS 



Department of the Army 



Coastal Engineering Research Center 



Kingman Building, Fort Belvoir, Virginia 22060 



12. REPORT DATE 



July 1978 



13. NUMBER OF PAGES 



35 :;:a,, , 



14. MONITORING AGENCY NAME & ADDRESSf/f di«eren( from Controlling OUice) 



IS. SECURITY CLASS, (of thla report) 



UNCLASSIFIED 



15«. DECLASSIFI CATION/ DOWN GRADING 

 SCHEDULE 



16. DISTRIBUTION STATEMENT (ol thle Report) 



Approved for public release; distribution unlimited. 



17. DISTRIBUTION STATEMENT (ol the abalracl entered In Block 20, It dlflerenl from Report) 



18. SUPPLEMENTARY NOTES 



19. KEY WORDS (Continue on reverae aide If necessary and Identify by block number) 



Breakwaters Runup 

 Coastal engineering Scale effects 

 Coastal structures Wave runup 



2Qv ABSTRACT (^aattaitm eat rmv*rmm ai^B ff nmceaaary aad Identify by block number) 



Results of previous tests of monochromatic wave runup on smooth structure 

 slopes were reanalyzed. The runup results for both breaking and nonbreaking 

 waves are presented in a set of curves similar to but revised from those in 

 the Shore Protection Manual (SPM) (U.S. Army, Corps of Engineers, Coastal 

 Engineering Research Center, 1977). The curves are for structure slopes 

 fronted by horizontal and 1 on 10 bottom slopes. The range of values of 



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M73 



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