...J PALMER; R W BISHOP; G W ROOKE; P R ROBINSON; S R H BEARD; W P S COCKLE; H S WADDINGTON; I G CROXFORD; A G ALLNUTT; G C GROVE; D H LITTLE OF SOME SLIPWAYS UP TO 1,200 TONS 19 Ultimate Life It is worthy of note that although these slips were all intended to meet temporary operational requirements...

...G C GROVE; D H LITTLE THE INSTITUTION OF CIVIL ENGINEERS MARITIME AND WATERWAYS ENGINEERINGDIVISION THE DESIGN AND CONSTRUCTION OF SOME SLIPWAYS UP TO 1,200 TONS BY GEORGE COLIN GROVE, M.I.C.E., and DONALD HAMISH LITTLE, B.Sc.(Eng A.M.I.C.E. -Session 1950-51 c- LONDON: @ubIis$eb bp...

...J H JELLETT © Thomas Telford and ICE 1949 DOVER HARBOUR BOARD WELLINGTON DOCK MAINTENANCE TRAINS FERRIES DOCKS GATES BOX SLIPWAYS REMOVAL TIDES FAILURES DOVER UK THE INSTITUTION OF CIVILENGINEERS. MARITIME AND WATERWAYS ENGINEERINGDIVISION...

... was that maintenance repairs to the gates should be attended to veryquickly, or something would happen. Hehad been rather surprised, as the life of a gate between slipping was usually reckoneda t from 12 to 15 years. However, many schemes were prepared, even including a design for the structure of a slipway to take...

... for carrying the hurdles from the slipways where they were built to the site of the barrier, there to be lowered into position. There were four winches on board. The wires from the central two winches ran over the horns to the slings att'ached t o the centre of the hurdle, and those from the outer two winches...