CVEN90067 Port Structural Design Layout and Facilities

CVEN90067 Port Structural Design Layout and Facilities

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CVEN90067 Port Structural Design

Question:

Assignment

Imagine that a project for renewing the Victoria Harbour has been commissioned. This includes the development of a new berthing area for up to 45m long yachts and ferries along North Wharf Rd. There is a concept proposal to construct a new piled wharf structure along the edge of the river.

You have to Design the Piled Wharf Structure

1. What type of loads do you have to consider and what type of actions can be expected on the piles?

2. What type of fenders would you suggest for such a wharf and why?

3. Design the fenders (when assuming the ship type you may refer to ferries)

4. What should the minimum distance between fenders be (consider that the smallest yacht has length of 10m and longest yacht/ferry has a length of 45m)?

5. How many bollards do we need to accommodate for berthing one vessel? Whatis the most appropriate bollard rating that has to be applied in these circumstances?

6. Assume that the site is subjected to strong wind and current. What are the effects on the moorings and bollards? How can these effects be mitigated?

Breakwater 

A new Marina is planned at the site shown in the the direction of the most severe waves is indicated together with the direction of the net littoral drift.

1. Sketch the most appropriate breakwater layout for this project

2. Where would you locate the site for port facilities and why?

3. Would you expect areas for coastal erosion and accretion? If so, where?

4. What type of breakwater can be suggested for this purpose? Describe and justify your choice in details

5. Discuss in details possible causes of failure for the breakwater

CVEN90067 Port Structural Design

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