Development Application - Part 2 of 2 - Report & Plans · OPW11/0116

The movement of the downstream closure substantially reduces the effective footprint of the works and its impact of the
works on the river processes without reducing the benefits provided to critical areas. The raising of the shoreward end of the
upstream closure to form a partial training wall also provided noticeable benefit to the upstream areas.




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Figure 33: Results of MIKE21HD model [ebb & flood tide] for Option D3 [training wall with upstream & downstream
closure]