... ARCHITECTS ENGINEERS FOUNDATIONS LOADING FLOODS LEVELS ARCHES SCOUR COFFERDAMS PIERS DEMOLITION WROUGHT IRON LOADS STRESS DESIGN METHODS SINKING CAISSONS CAUSEWAYS DEPTH CURVES GRADES COSTS PIERS CLAYS LONDON CLAY LAMBETH BRIDGE LONDON THAMES NERBUDDA BRIDGE JUBBULPORE...

... 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...

.... Thetotal water-area, 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...

...M F G WILSON; H A REED; S M DIXON; E T WARD © Thomas Telford and ICE 1930 RIVERS NAVIGABILITY DELTAS MOUTHS SILT DREDGING DEPTH CHANNELS DREDGERS BARS PIERS LOWER DANUBE SULINA BLACK SEA EUROPE ROMANIA RUMANIA Proceedings.] DISCUSSION ON NAVIGABILITY...

... VORTICES RIVERS CANALS FORMULAE VELOCITY FLOW OPEN DEPTH WATERWAYS DETRITUS HYDRAULICS TURBID PIPES GRADIENTS FRICTION DRAG TRANSPORTATION DATA REGIMES DISCHARGES FLOODS RUGOSITY COEFFICIENTS LAWS PUNJAB BIJNOR INDIA EGYPT 312 CORRESPORDENCE ON STABLE [Minuteo...

...W M GRIFFITH THEORY SILT SCOUR IRRIGATION CANALS CHANNELS TRANSPORTATION DEPOSITION VELOCITY ARTIFICIAL RIVERS FLOODS POWER DEPTH FORMULAE FLOW EQUATIONS DESIGN FOUNDATIONS TRAINING BOULDERS PUNJAB JUMNA RIVER TAJAWALA GAUGE RIVER INDIA Proceedings...

... Weir. Weir. Depth on VelocitY Q. C. Lip. Average. --LppOrof ac_h: .- Foot per Inches. Second. Cusecs. 1 207 278 5.0 8.68 0.74 20.45 3.28 2 14 278 5.0 8.76 i 0.67 20.67 3 32 3 15 278 5 . 0 22.33 3.59 4 14 200 5.00 14.09 3.14 5 15 200 5-00 6.55 1 0.53 14.18 3.17 - 1 l l 6 20 200 5 - 0 0 6.?7 7.24 , 0.55...

... of waterthanthenorthernentrancebetween the oldpiers. Therewereone or twopointswithregard t o the Tyne to which he would like t o refer. Mr. Hindmarsh pointed out that things had changed, since Thomas Stevenson wrote bhaiosk on t h e design and construction of harbours, mainly in regard to the depth of water and thesize of vessels...

...P M CROSTHWAITE © Thomas Telford and ICE 1917 EXPERIMENTS EARTH PRESSURE TESTS SAND CLAYS CYLINDERS THEORY MATERIALS LEIGHTON BUZZARD ASH CINDERS ASHES DEPTH FOUNDATIONS ARCHING EFFECT WALLS PLUNGERS VERTICAL APPARATUS INSTRUMENTATION LEIGHTON BUZZARD UK...

...H C ANSTEY © Thomas Telford and ICE 1917 DEEP WATER MOORINGS BAYS ANCHORAGES VESSELS SHIPS PORTS WATER DEPTH WAVES ACTION BUOYS SEA CHAINS VALPARAISO BAY PACIFIC OCEAN CHILE SOUTH AMERICA Papers.] ANSTEY ON DEEP-WATER MOORINGS, VALPARAISO DAY. 371 (Paper...

... SHEDS BASINS DRY DREDGERS CONCRETE RECTANGULAR CHANNELS DEPTH RIVER CLYDE SCOTLAND GLASGOW PORT GLASGOW UK 164 CORRESPONDENCE ON IMPROVEMENT OF THE m i n u t e s of The Author. A Paper descriptive of the Meadowside granary and the equipment fohr andlinggrain hadbeenread lately...

... observed for 6 months might be said to have a certain angle of repose, buttheanglemight be totallydifferentafter 6 years observation. The doubtful value of Rankine s formula was emphasizedby what the Author said as t o the resisting power of earth at 50 feet depth, for which the figures worked out to 26...

... in theworld. The bar sprang originally from the extremity of the Bluff, andtrendetlnorthward across theentrance,until i t formed :I junctionwiththe Back Beach. Thedepthsonthebar appenr to have been always extremely variable, but the averagelow- w:lter depth before the commencement of the presentworkshas I)een...

...F ELGAR; J FORREST PROBLEMS DESIGN PROPULSION SHIPS LOADING SAFETY DEPTH WATERTIGHT COMPARTMENTS STABILITY STRENGTH STRUCTURAL SHIPPING SPEED PROPELLERS STEAM TURBINES INTERNAL COMBUSTION ENGINES ROLLING PITCHING VIBRATIONS SEA RESISTANCE STEAMERS SCREWS Extra ELGAR...

...D FOX; J W BARRY; L F V HARCOURT; E DAWES; C J APPLEBY; J R BELL; E L CORTHELL; FULSCHER; L B WELLS; C HARTLEY © Thomas Telford and ICE 1900 CANALS ENGINEERING WORKS SHARES WIDENING REVETMENTS DREDGING TIDES VESSELS SHIPS DEPTH WATERWAYS SUEZ CANAL EGYPT AFRICA...

...R C H DAVISON © Thomas Telford and ICE 1899 LENGTH WIDTH DEPTH CONSTRUCTION LOCKS ENTRANCES GRAVING DOCKS VESSELS DIMENSIONS SHIPS SIZE PORTS 390 HUNTER ON DISUHARGING AND RELOADING LARUE STEAMERS. Author gave a n account of the system in operation atthe Manchester docks...

...W SHIELD © Thomas Telford and ICE 1899 EFFECT WAVES BREAKWATERS DEPTH WATER BLOCKS SEA PARTICLES DAMAGE ACTION PETERHEAD ALDERNEY YMUIDEN SCOTLAND CHANNEL ISLANDS UK HOLLAND NETHERLANDS 398 LYSTER ON SAND-PUMP DREDGERB. and contains practically hardly any...

... the problems pertaining to the erection of mining machinery. To this class likewise belongs the problem of deep mining, of which the salient factors may be pointed out. Thegreat importance of deep mining,that is, of reaching maximnm depths, may be gaugedby considering the special instance of deep-level gold...

...SIR C HARTLEY; L V F HARCOURT © Thomas Telford and ICE 1895 SURVEYS DELTAS RIVERS MOUTHS DEPTH COASTS CHANGE EROSION DEPOSITS MOVEMENT DANUBE KILIA SULINA ST GEORGES RUMANIA ROMANIA EUROPE 336 VERHON-HARCOURTOK THE DELTA OF THE DASCBE. [Selected (Paper No. 2909...