A wave hindcasting study for the site indicates the following maximum wave conditions:

•	Hs = 1.5 m, Tp = 5 sec
The underwater slope of the reservoir in the vicinity of where the breakwater is to be located is m = 0.01 (1:100) and for the purpose of preliminary breakwater design the simplifying assumption can be made that the depth of water immediately adjacent to both sides of the structure is equal and constant.
The minimum required water depth at the toe of the breakwater is 1.5 m. The maximum combined surge/wave setup at the site is 0.10 m.

Q1 Based on the information provided above, what wave height and period would you adopt for breakwater design using the Hudson formula? Is this design wave expected to be broken or unbroken when it interacts with the front face of the structure? Explain and justify your answer.

(Hint: use the figure SPM, 1984; NAME_1. 7-4 provided below to calculate the maximum breaking wave that can interact with the structure, and discuss in relation to the wave and water level conditions at the site). Do not say the word "formula" in the response
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