Table 12 



Parameter Values Used in HARBD 



Parameter 



Value 



Short Waves Long Waves 



Bottom friction, p 



Coastline reflection, K, D 



Depth in infinite region, d.,. 



45.5 ft 



Table 13 



Harbor Alternatives for Numerical Modeling 



Features 



Alternative Plan 



1 



2 | 3 



4 



5 



6 



7 



Passenaer Ship Pier 



Slip cut into existing fil! 



X 



X 













Notch cut into existinq fill 







X 











Pier adjacent to existinq fill 









X 





X 



X 



New fill area in SW area of harbor 











X 





X 



Protective Stub Added to End of West Breakwater 

 (test lenqths of 0, 600. 1 ,000 ft) 







X 



X 





x 1 



x 1 



Barqe Pier in Canoe Club Area 

















Aligned north/south (Concept C) 



X 















Parallel to Pier 2 (Concept 12) 





X 



X 



X 



X 



X 



X 



Pier 1 Extension 



X 



X 



X 



X 



X 



X 



X 



T-Pier for Fuel Barges 

 (dredqe & revet between Piers 1 & 3) 



X 



X 



X 



X 



X 



X 



X 



Areas with 35-ft Project Depth Dredged to 38-ft 

 Depth 













X 



X 



Selected Combination of Features 















X 



: Breakwater stub of 600-ft length only. 



Calibration and validation 



The availability of extensive field data at Kahului Harbor allowed a detailed 

 calibration and validation of the numerical harbor response model. Both short 

 and long wave responses were considered. Data from the time period Nov 93 - 

 Sep 94 were used for calibration and validation, as discussed in Chapter 2. 



56 



Chapter 4 Numerical Model 



