工程介绍Reef blasting works
本工程防波堤采用斜坡式结构,防波堤轴线沿规划东港池外边线布置,其中南防波堤长度为1020m。
原海底面高程-13.7~-5.4m,东防波堤长度为1350m(含堤头50m)原海底面高程-13.4~-8.3m;防波堤顶宽10m。堤身段设挡浪墙,墙顶高程9.5m。
The breakwater of the project adopts a ramp structure. The axis of the breakwater is arranged along the outer edge of the planned East Harbor Pond. The length of the South Breakwater is 1020m.
that of the original sea floor is -13.7 ~ -5.4m, that of the East Breakwater is 1350m (including the embankment 50m) Elevation -13.4 ~ -8.3m; Breakwater top width 10m. Dike wall blocking wall, wall elevation 9.5m.