... LAYOUT DESIGN SUPERSTRUCTURES TIDES FOUNDATIONS INTAKES PILES OUTLETS DRIVING PROBLEMS PUMPHOUSES MAINS RIVERS SHIPS BERTHING STRESS DUNSTON NEWCASTLE BATTERSEA LONDON UK Proceedings.] BATTERSEA POWER-BTATIONS. 113 Correspondence. Mr. T. F. BURNSobserved, with reference...

...SIR C R KIRKPATRICK © Thomas Telford and ICE 1932 PRESIDENTS TIDAL RIVERS TIDES HISTORY WALLS FORESHORES DREDGING DATA FLOW FRESHWATER DOCKS BRIDGES TUNNELS WEIRS INDUSTRIES RIVER THAMES UK THE INSTITUTION OF CIVIL ENGINEERS. SESSION 1931-1932.-PART 1. MINUTES...

...SIR C KIRKPATRICK © Thomas Telford and ICE 1932 PRESIDENTS TIDAL RIVERS TIDES RIVER THAMES UK gXTRA MEETING. 3 N a y , 1932. AGE Some Aspects of the Corrosion Problem. U. R. EighthJamesForrest Lecture.) (1 plate and 3EcVuAtsN) S(.T.he.Thi.rty.. 446 10 Z a y , 1932...

... REINFORCED CONCRETE PIERS TIDES FLOW TIDAL BERTHING HYDROSTATICS PRESSURE PORTAL BEAMS DAGENHAM RIVER THAMES UK Correspondence. Mr. OVE &UP stated that as Chief Engineer to Messrs. Christianihh Amp. and Nielsen, who in the early part of 1930 submitted five different proposals...

... and of the surface in the locality generally, and was actually the level of the sill of an old dry dock. It wouldbe interesting to know the relation between the datum and the high- and low-water levels of spring and neap tides. With regard to theadditional berths in dock No. 2, the dock had been constructedin 1892...

...G W HUMPHRIES; SIR F PALMER; F E W WENTWORTH SHEILDS; M F G WILSON; F W MACE; H J DEANE; SIR L SAVILE; H J FEREDAY; J MACGLASHAN; J MCCLURE © Thomas Telford and ICE 1931 SINKING TRIAL MONOLITHS DOCKS HARBOURS SURVEYS TIDAL MODELS PORTS TIDES MODELLING SILT SAND WELLS CURBS...

..., includingcreeks and estuaries, is about 120square miles. The depth ranges from 20 to 40 feet. The range of ordinary spring tides is 14 feet and of neap tides 6 feet. The mean establishment of the port is 11 hours 35 minutesT. he principal lighthouses atthe entrance areone on Kennery Island, about l1miles south...

... 10,46,18,283 10,48,35,711 - The exports are derived mainly from the Western Ghats and the low-lying 1 a . d stretching westward to the seashore. Tides and Currents.-The Cochin backwaters are tidal for 40 miles south, where the spring range is 8 inches. Beyond this pointno exact particulars have been takenA.tht...

...E A CULLEN; P N FAWCETT; P W FRYER; A G MILNE; J MITCHELL; C J R WILLIAMS; E W PORTER; R F HINDMARSH; R C BRISTOW HARBOURS WORKS FLOATING PIPELINES DREDGING SPOIL DISPOSAL WHARVES JETTIES CRANES CHANNELS JOINTS PUMPS STEEL SHEETPILING CLEANING TIDES PORT LYTTELTON SOUTH...

...L H SAVILE; G E W CRUTTWELL; H A REED; F M G DU PLAT TAYLOR; G VARLEY; H J DEANE; B HOWORTH; J MITCHELL © Thomas Telford and ICE 1926 MESSRS TOPHAN JONES & RAILTON (CARDIFF) CONSTRUCTION ENTRANCES DOCKS ANGLES TIDES CAISSONS FOUNDATIONS WIDTH DAMS ROCKS BLOCKS...

...M F G WILSON; SIR C KIRKPATRICK; L H SAVILE; SIR M MACDONALD; N G GEDYE; SIR B HENDERSON; W L LOWE BROWN; SIR E JONES; G W HUMPHREYS; RD GWYTHER © Thomas Telford and ICE 1925 CAUSEWAYS TIDES CURRENTS TIDAL WAVES LOCKS GATES RUBBLE STONE EMBANKMENTS BRIDGES CONTRACTORS...

...D PATERSON © Thomas Telford and ICE 1925 COODE MATTHEWS FITZMAURICE WILSON CAUSEWAYS RUBBLE RAILWAYS ROADWAYS CONSTRUCTION TIDES GRANITE LOCKS GATES BRIDGES LIFTING CEMENT EFFECT TIDAL VELOCITY CURRENTS STONE CULVERTS GAUGES WALLS COFFERDAMS CONCRETE PARAPETS...

...W T HALCROW; F W MAGER; D PATERSON © Thomas Telford and ICE 1925 CAUSEWAYS RAILWAYS COUNTRIES DEVELOPING CURRENTS TIDES GRANITE STONE CLOSURES CHANNELS CULVERTS JOHORE CAUSEWAY SINGAPORE SINGAPORE MALAYA MALAYSIA MALAYSIA ASIA I roceedings.] DISCUSSION...

...R F GRANTHAM; E W HOLLINGWORTH; H D WARBURG; M FITZMAURICE; E LATHAM; C H RUTTER; R M PARKINSON; A J MARTIN; A CLARKE; W W GRIERSON GROYNES COASTS EROSION PROTECTION TIDES WAVES SHINGLE SAND CONSTRUCTION DEFENCES SHORES WALLS WIND ENGLISH COAST UK © Thomas Telford...

...E W HOLLINGWORTH © Thomas Telford and ICE 1924 TIDES CALCULATIONS RAISING FORCES WAVES RISING WATER LEVELS CURVES RANGE INEQUALITY EBB TIME HIGH WATER LITTORAL DRIFT RIVERS BARS LAGOONS ACCRETION RECLAMATION DUNES PORTS HARBOURS CHANGE COASTS LINES ENGLISH...

...W REID BELL; W B DAWSON; E R MATTHEWS; J MITCHELL; J S OWENS; E W HOLLINGWORTH; R F GRANTHAM © Thomas Telford and ICE 1924 GROYNES COASTS WAVES TIDAL ESTUARIES MOON LUNAR PERIODS SEA WALLS PROTECTION FLOODS DRIFT TIDES LITTORAL RAISING FORCES DEFENCES ENGLISH...

...H CHATLEY © Thomas Telford and ICE 1921 WHANGPOO CONSERVANCY BOARD SILT SURVEYS RIVERS HYDROGRAPHY DISCHARGES MEASUREMENT TIDES PROBLEMS SAMPLING STATIONS FILTRATION SPECIFIC GRAVITY CENTRIFUGAL SETTLEMENT QUANTITIES DISTRIBUTION VELOCITY TIDAL OSCILLATIONS...

... STATIONS TIDES SPLICING POLES AUCKLAND LONG BAY HOBSON BAY NEW ZEALAND I'roceedhgs.] CORRESPONDENCE ON OCEAONUTFALSLEU'EIS. 147 sewer at the ocean cnd by 2 feet, and that theproposal to have twoNr. Davis. cutlets into the ocean, so that t,he action of the waves should be a.llowed...

... stoneware outfall pipe and wasfinally discharged into the river Stour at any stateof the tide up to high water ordinary tides. A t high water spring tides, the tidal flaps at the outfall closed, the flow of effluentwas arrested and 5owed over a weir into an open storagetank of a capacity of 50,000 gallonsw...

...G W BRENAN; A E CAREY; J C FERGUSSON; SIR A GIBB; G R HEARN; J M LACEY; J C LARMINIE; J MITCHEL © Thomas Telford and ICE 1920 HARBOURS BREAKWATERS SAND DISPERSION STORMS TRAVEL PROTECTION CONCRETE REGULATION DREDGING WAVES CYCLONES CURRENTS TIDAL TIDES MADRAS...