Design a way wall as a Caisson type berth for a container cargo ship $(3503515),$ given the following data:

Estimate the empirical dimensions using the design guidance.

Live loads on the berth $=2\mathrm{.}2\frac{t}{m^2}$

Tidal range $=1m$

Allowable stress on sea bed soil $=1\mathrm{.}9k\frac{g}{m^2}$

Allowable stresses on rubble mound $=3\mathrm{.}7k\frac{g}{m^2}$

For soil: ${}_1=35,{}_d=1\mathrm{.}9\frac{t}{m}3$ and $$ sub $=0\mathrm{.}9\frac{t}{m^3}$

For back fill materials: ${}_2=45,{}_d=2\mathrm{.}6\frac{t}{m}3$ and $sub=1\mathrm{.}6\frac{t}{m^3}$

The wind is perpendicular to the berth.

Assume any missing data to design the berth

Calculate all force and check for stability of the berth wall.