...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...

...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...

...J MCCLURE; BD RICHARDS TRIAL MONOLITHS HARBOURS TIDAL MODELS CALCUTTA BOMBAY INDIA ASIA © Thomas Telford and ICE 1931 VOL. 232. Plate 6 , Fig. 2. 57 miles. CORRIGENDUM. For To Grampians 40 miles read To Grampians ADDENDUM. Page 110. ( M r . McCZzwe s Rep y...

... of any muddy bottom which might be touched in taking dippings. The cost of the tidal model as described was 21,050, complete with all fittings. Correspondence. Mr. M. Du-PLAT-TAYLOnRoted from Mr. MacGlashan's Paper g;pPht- that the Calcutta datum was given as 24 feet below the level of the quay...

...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...

...J MCCLURE INDIA ASIA 66 McCLURE ON BOMBAY IIARBOUR SURVEY [MiuW of (Paper No. 4769.) I Bombay Harbour Survey and Tidal Model. By JOHNMCCLURE,M. Inst. C.E. BOMBAYis the chief port of Western India and the capital of the BombayPresidency. It is situated on an island about 25 square miles...

... in construction. He had used steel moulds with concrete throughout for similar work under tidal conditions, with excellent results. The introduction of calcium chloride to expedite thesetting of the concrete was interesting, andthe cost figure was helpful. There was danger thatfrostmightgetintothe sandand gravel...

...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 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...

...E LATHAM DEEP WATER QUAYS DESIGN TIDAL OPEN RIVERS BERTHING FACILITIES STRENGTH DOLPHINS RIVER THAMES LONDON DOCKS UK © Thomas Telford and ICE 1922 128 LATHAM ON DEEP-WATER QUAYS: [Min"t,ea ot The PRESIDENdrTew the attentionof the members to theincreasc...

...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...

... 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...

... PARLIAMENT DAMS TIDES TIDAL ELECTRICITY ECONOMICS CITIES TRANSMISSION COUNTRIES DEVELOPING GOVERNMENT PIPELINES CONCRETE RAINFALL PIPES TATA BOMBAY INDIA ASIA UK Discussion. The PRESIDEmNoTved a vote of .thanks to the Author for his The l rcaident. Paper. Mr...

... the detaileddesign of the causeway, but he would remark that for banks in the estuaries of tidal rivers on the west coast of Madras rubble bases and protection similar to that suggested by Mr. Shadbolt had been successful, and where there was riskof considerable scour,that form of construction was more suitable than...

...R F GRANTHAM © Thomas Telford and ICE 1916 CONDITIONS ARTERIAL DRAINAGE RIVERS VALLEYS FLOODING FLOODS DAMAGE AGRICULTURE WATER RAIN RAINFALL LEVELS TRIBUTARIES TIDAL CHANNELS IMPROVEMENT MAINTENANCE BANKS DRAINS SLUICES TIDES SPRING DISCHARGES CONSERVANCY FENS...

... HOPPERS RUBBLE REMOVAL PROJECTIONS WRECKS SHIPWRECKS SURVEYS FINANCE TIDAL MODELS TIDES ADMINISTRATION QUARRIES COSTS COUNTRIES DEVELOPING CHANNELS REMEDIAL FOUNDATIONS LAYERS TEREDO BORERS RECLAMATION SEA WALLS MODIFICATION PERMEABLE DAMS Proceedings.] BUCIIANAN...

...A ROSS; C S MEIK; SIR A DENNY; A G LYSTER; SIR H ADAMSON; M F WILSON; SIR W MATTHEWS © Thomas Telford and ICE 1916 RIVERS TRAINING WORKS PORTS CHANNELS BANKS BENDS PROBLEMS MATTRESSES REMEDIAL FOUNDATIONS TIDES TIDAL WALLS LAYERS STONE QUARRIES RUBBLE RECLAMATION...