... scenario plain grass reinforcement climate change water depth grass reinforcement energy conservation discharge wallingford duration duration 2 4 wave height assessment environmental law levee flood defence structure grass condition Assessment of Levee Flood Defence Structures against...

...) and HR Wallingford have established a system to provide forecasts of nearshore wave conditions in real time. The system is based around the use of existing real time control software developed by HR Wallingford as a part of the FloodWorks software facility, output from global or regional wave models...

... of the mechanisms governing the impulsive wave breaking pressures occurrence, appears then as an urgent research need for the improvement of vertical-face breakwaters design practice. breakwater bro criterion wave condition fraction impact wave occurrence model test evaluation calabrese wallingford...

... ABSTRACT This paper discusses selected results from 3-dimensional model tests conducted by researchers from University of Naples, University of Sheffield, and HR Wallingford in the UK national Coastal Research Facility (CRF). The purpose of the work was to extend to composite walls previous...

... the identification of the loading case (quasi-static or impact) which is most likely to occur at the wall. pressure transducer experimental data calabrese video camera recording sea state wave height experiment composite breakwater breakwater vertical structure university wallingford wave...

... and Technology" (MAST III) financed by the European Community. test result sea state probability distribution calabrese vertical breakwater allsop prediction oumeraci wave height reflection experiment vertical wall wallingford criterion steepness equation significant wave height impact...

... composite breakwater vicinanza water level wallingford wave force mound takahashi goda wave load allsop caisson Proceedings of the Sixth (1996) -Internalional Of/shore and Pow Engineering Conference (1996) l.6s Angeles, USA May 26-31,1996 Copyright © 1996 by The International Society...