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These methods are based on laboratory tests that used full-scale monochromatic 

 wave conditions typical of partially sheltered bodies of water. 



Wave transmission is given as a function of the ratio of the breakwater 

 width to incident wavelength. The mooring load is also given as a function of 

 incident wave height. Design curves and procedures are presented for determining 

 the breakwater width required to obtain a desired degree of wave attenuation, and 

 for determining the mooring loads for each anchor line. Various anchor types are 

 discussed to aid in the design of an anchor system. 



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