12-15 September 1983. The engineering geology of tidal rivers. Held at the University of Hull. Local secretary, Dr P. Young.
The impact of construction on tidal river systems: An overview. Published in Q. J. eng. Geol. London,17, 193–8.
Impact of engineering structures on tidal flow and sediment distribution in the Thames. Published in Q. J. eng Geol London,17, 207–18.
Thames tidal flood risk—the need for the Barrier. Published in Q. J. eng. Geol. London,17, 199–206.
Deep foundations—the River Hull Tidal Surge Barrier. Published in Q. J. eng. Geol. London,17, 291–300.
Engineering solutions to geological problems in the design and construction of the Humber Bridge. Published in Q. J. eng. Geol. London,17, 301–6.
A buried valley in the Orwell Estuary. Published in Q. J. eng. Geol London,17, 283–88.
Engineering geological and geophysical investigation of the Barking Creek Tidal Barrier Site. Published in Q. J. eng. Geol. London,17, 259–68.
A geophysical survey of the Crouch/Roach river system with special reference to buried channels, Published in Q. J. eng. Geol. London.17, 269–82.
Sediment transport at inlets and the formation of subtidal in let deltas. E. H. Owens. The paper reviews the state of knowledge of inlet sediment dynamics for river systems with a tidal range greater than 2 m. The primary implications for engineering or structural activities in the vicinity of an inlet are related to shoreline protection structures at inlet margins, and dredging activities within the inlet area as a whole.