... OVERTOPPING RAISING WAVES EROSION BEACHES TRIALS GABIONS MODIFICATION MATTRESSES INTERCEPTOR DRAINS TIDES DRAINAGE TIDAL COASTS COASTAL CHESIL BEACH PORTLAND WEYMOUTH CHISWELL DORSET UK Proc. Instn Civ. Engrs, Part 1,1991, W,Aug., 783-798 PAPER 9611 WATER BOARD Chesil Sea...

... consequence could have been prevented by rememberingprevious experiences. Fortunately,it is notrepeated in the redesign (Fig. 4). Failure modeswithout overtopping 5. In the case of non-overtopped breakwaters the mechanisms can be distin- guished as rupture of armour units, washing away of armour, or slope...

... PLACEMENT TESTING UNITS TESTS MARINE WORKS RORO ROLL ON ROLL OFF BERTHING BARGES LANDING STAGES STAGES LANDING HYDRAULICS MODELS CREST LEVELS DRAINAGE OVERTOPPING ROCKS SECONDARY ARMOUR HEARTING COFFERDAMS HEAVY LOADS FACILITIES QUARRIES WAVES LAYERS FILTERS PRECAST LANDWARD...

...FL TERRETT; P GANLY; SB STUBBS © Thomas Telford and ICE 1979 LEWIS & DUVIVIER TAYLOR WOODROW CONSTRUCTION LTD HARBOURS INVESTIGATIONS COASTS MODELS CAISSONS BREAKWATERS PLACING LAYOUT ARRANGEMENT WAVES OVERTOPPING JOINTS SUPERSTRUCTURES SPENDING YACHTS WORKS...

...A GRZYWIENSKI 7313 Failure of conventional dams by overtopping The Paper describes some of the less usual hydraulic model tests carried out at the laboratories of the Institute of Technology in Vienna. A certain rockfill dam, over 100 m high,was chosen as a prototype. The dam and the valley...

... THROUGH BARRAGES FLOODS COFFERDAMS WEIRS STABILITY EMBANKMENTS CONSTRUCTION ROCKFILL METHODS HYDROMECHANICS TIDAL DISASTERS ROCKS ANICUTS OVERTOPPING FLOW CREST DESIGN OVERFLOWS SPILLWAYS ESTUARIES PROTECTION FILL RUBBLE RESERVOIRS SELF SPILLWAY DISCHARGES Discussion on Paper...