Flood Defence of the Estuary.  Are we facing a catastrophe?

Figure 1:  River wall at Ramsholt being enhanced in 2015

Where breaching occurs, the wall is either eroded down to saltmarsh level or, where there is no saltmarsh, down to the embanked fresh-water marsh level.  The latter is very difficult and extremely costly to repair, usually requiring the use of helicopters.  Overtopping is not necessarily damaging to a wall providing the wall is largely level and the overtopping is less than 200mm over a landward slope of not less than 1:2. (see Figure 2).

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Maintenance of the River Wall to Flood Cell 01 on the River Deben

By Robin Whittle

Introduction.  This article describes an investigation concerning the maintenance of the river wall to Flood Cell 01.  This has led to an understanding of how the raising of any river wall in the estuary will affect the possible flooding of other flood cells.  The work has resulted in providing the landowners with the results and a proposal for a protocol for the maintenance of the river walls.

Figure 1 (taken from the Deben Estuary Plan, 20151) shows the topography of the flood cells.


Figure 1: Topography of the flood cells

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