Manila sheet piles(MMZ24-1 , MMZ24-2, MMZ24-3,MMZ24-4, MMZ25-1, MMZ25-2, MMZ25-3)

The jetty Manila sheet piles MMZ24-1 is proposed as a two-staged structure MMZ24-2 that can be constructed in a manner that MMZ24-3 accommodates the MMZ24-4 emerging transport demands of the Hinkley Point C Project. However, it is expected that the two stages would in fact be built as one structure under one construction programme (i.e. stage two would be constructed once stage one is in place without any interval). This is MMZ 24-1 reflected in the HEO application, which proposes the MMZ 24-2 jetty development in its entirety. Accordingly, MMZ 24-3 this ES describes the jetty development in its entirety.

These steel sheet piling MMZ25-1subjects have been discussed MMZ25-2 at this conference and will not receive further consideration MMZ25-3 in this paper. Model studies of ocean entrances have not MMZ 25-1 consistently given reliable results and, MMZ 25-2 while the technic of making such studies is improving, MMZ 25-3 their results must be accepted with caution. Selection of the exact site for the jetties is a big problem, often not given sufficient study. The cost of construction should not be the sole criterion of jetty location. Local sources of materials is a factor in design, often a controlling one.

The frequency of inspections shall depend on the dewatering method, amount of discharge, potential damage, and quality of the receiving bodies of water. The frequency of inspections and specific tasks shall be identified.