... DAMAGE RESISTANT WAVES WATER SUPPLY SANITARY SERVICES SEISMOGRAPHS BRICKS SHOCKS REINFORCEMENT REPAIRS BRIDGES LIQUEFACTION SILT THIXOTROPY CRACKS SETTLEMENT EMBANKMENTS RIGID BUILDINGS FOUNDATIONS STEEL FRAMED NAPIER CALIFORNIA NEW ZEALAND INDIA JAPAN UNITED STATES...

... RESISTANCE RESISTANT DESTRUCTION SEISMOLOGY BRIDGES MOVEMENT FORCES SEISMIC WAVES VIBRATIONS HORIZONTAL ACCELERATION STEEL REINFORCEMENT FISSURES GROUND EMBASSIES TIMBER BRICKWORK DAMAGE OSCILLATIONS TOKYO DOMINION MUSEUM WELLINGTON JAPAN ASIA NEW ZEALAND 384 DISCUSSION...

...F W FURKERT © Thomas Telford and ICE 1933 EFFECT EARTHQUAKES ENGINEERING STRUCTURES WAVES HORIZONTAL ACCELERATION DAMAGE DESIGN RESISTANT ARTESIAN WATER CRACKS BRIDGES MOVEMENT 508 EARTHQUAEKFEFECTS : AUTHORE SPLY [Minutesof (Paper No. 4872.) The Effect of Earthquakes...

...H C E CHERRY © Thomas Telford and ICE 1933 INFLUENCE EARTHQUAKES STRUCTURAL DESIGN TECTONIC VOLCANIC ACTION EFFECT MECHANICAL MEASUREMENT FORCES DESTRUCTION VARIATIONS SEISMIC WAVES STATISTICS FOUNDATIONS STRUCTURES WALLS SUPERSTRUCTURES ISOLATED BRIDGES PIERS...

... ACTION EFFECT WAVES DEPTH MOTION CONSTRUCTION FOUNDATIONS EXPOSED RUBBLE MOUND PROTECTION CONCRETE APRONS BLOCKS HYDROSTATICS HEADS SAND SUBMERGED UNDERWATER RUBBLE HARBOURS COSTS PUMPS DREDGERS PUMPING WAREHOUSES SUBSTRUCTURES MOORINGS JETTIES MONOLITHIC BLOCKWORK MUD...

...D R DAVILA; J M GAVIN; J MITCHELL; O B RATTENBURY; E G WALKER; W F STANTON; A G LE CLERCQ; A G L CLERCQ IMPROVEMENT PORTS EXTENSIONS BREAKWATERS HARBOURS WAVES CREST FAILURES DESTRUCTION ACCIDENTS RECONSTRUCTION FOUNDATIONS SAND DEPTH DREDGING WATER SEA DREDGERS CUTTERS...

... e harbour-entrance ordinary springs rise 3 feet and neaps l+or 2 feet. The tidal wave travelssouthward from Bombay, andthe establishment of high water full and change is 11 hours 25 minutes. Tides are somewhat irregular, anadre complicated by fresh-water discharge. The rainfall averages 120 inches...

...G MARCONI RADIO COMMUNICATIONS JAMES FORREST LECTURE TRANSMISSION EVOLUTION WIRELESS TELEGRAPHY STATIONS LONG WAVES DISTANCE CARNARVON RUGBY CAERNARVON WALES UK © Thomas Telford and ICE 1926 Extra MARCONI ON RADIO COMMUNICATIONS. Meeting.] . 303 EXTRA MEETING...

...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...

...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 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...

...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 © Thomas Telford and ICE 1924 GROYNES COASTS EROSION PROTECTION TIDES WAVES SHINGLE SAND CONSTRUCTION DEFENCES SHORES WALLS WIND ENGLISH...

...T E BURROWS; W E COOK; H H DARE; E M DE BURGH; G H HALLIGAN; W D LANCASTER; J MITCHELL; A F OSBORN; W E BUSH; A PEAKE © Thomas Telford and ICE 1921 DRAINAGE OCEANS OUTFALLS SEWERS DISCHARGES SEWERAGE TREATMENT HARBOURS WAVES STORMWATER PUMPING PRESSURE STORAGE PUMPING...

... of the sewer is the design of the ocem outfall, which it WRS proposed to place at such a depth below water that wave actionshould n o t interferewithitsfree discharge. The sotlits of the outlets were designed to be 15 feet below high-water ~ r sf pring tides, this level being decided upon after consideration...

... Minutes of Proceedings Inst. C.E., vol. CXC, p. 89. lc'l'roceeclii~gs.] BREAEWATE~X-EXB, hiADkdS IfAltBOUR. 3 inner or shorewardside it stood out o a breadth of about 30 feetfrombeneaththestructure. As the result of the cyclonic waves of the 23nd-23rd November, 1916, the 5,000-ton bastion, with its...

...W SIMPSON © Thomas Telford and ICE 1920 IMPROVEMENT ENTRANCES HARBOURS REDUCTION WAVES ACTION EXPOSURE PROTECTION WORKS PIERS WIDTH EXTERNAL INTERIOR REMOVAL ROCKS SWELL FETCHES SUNDERLAND RIVER WEAR ROKER UK 198 SIMPXON ON ENTRANCE TO SUNDERLAND HARBOUR...

...R F HINDMARSH © Thomas Telford and ICE 1920 DESIGN HARBOURS BREAKWATERS REDUCTION WAVES PIERS WALLS GROYNES QUAYS TYNE HARBOUR UK Proceedings.] HINDMARfjH OX DESIGN OF HARBOURS. lS9 (Paper No. 4 1 01.) The Design of Harbours and Breakwaters with a View...

...J W SANDEMAN BLYTH HARBOUR WHITBY HARBOUR UK 194 SANDEXAN ON WAVE-ACTION I N HARBOUE AREAS [Minules of (Paper No. 4135. I Notes on Wave-Action in Harbour Areas ; withSpecial Reference to Works for Reducing it at Blyth and Whitby Harbours. By JOHNWATTSAXDEXAMN., Inst. C.E...

...J MITCHELL; E WHATELY; C S MEIK; W MATTHEWS; J M MONCRIEFF; N G GEDYE; R F HINDMARSH; SIMPSON 208 DISCUSSION ON WAVE-ACTION IN HARBOURS. [1\Zinutos of Discussion. le President. The PRESIDEiNnTm, oving a vote of thankstotheAuthors, remarked that the importanceof the four Papers really lay...

...A E CAREY; W D CAY; W A FOULIS; E W HOLLINGWORTH; C H SANDEMAN; J SANDERSON; F SPRING; D STEVENSON; C STEVENSON; G STEWART; A T WALMISLEY; MITCHELL; R F HINDMARSH; J W SANDEMAN; SIMPSON © Thomas Telford and ICE 1920 IMPROVEMENT ENTRANCES HARBOURS REDUCTION WAVES ACTION HEIGHT...