...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...

...A SIEMENS; W T DOUGLASS; A T WALMISLEY; W MARRIOTT; W H WHEELER; A E CAREY; J S OWENS; V CORNISH; C W DARLEY; C HAWKSLEY © Thomas Telford and ICE 1911 COASTS COASTAL EROSION SEA WALLS GROYNES PROTECTION DEFENCES SAND WIND DRIFT TIDES CURRENTS FLOODS RIVERS COASTLINES EBB...

... feet, fromits commencement at the Dollymount shore, is constructed to a height of 6 feet or 7 feet above high water, the remaining 3,400 feet being carried up tohalf-tide levelonly.Consequently,whenthetideis at half-ebb the whole of the remaining effluent water in the estuary is concentrated...

... LITTORAL TIDES BEDS SEA FLOODS EBB VELOCITY DISCHARGES MAINTENANCE TIDELESS NON TIDAL OUTLETS HARBOURS BANKS WALLS INLETS SANDBANKS ENLARGEMENT DEPTH HYDROGRAPHY SCOUR FRESHWATER DELAWARE LLANELLY LLANELLI WALES SEINE NERVION BILBAO UNITED STATES USA UK FRANCE...

...SIR R RAWLINSON; L F V HARCOURT; P O MEARA; W SHELFORD; J W BARRY; E D MARTEN; G F DEACON; H L PARTIOT © Thomas Telford and ICE 1894 RIVERS TRAINING ESTUARIES CANALS DREDGING SAND MOVEMENT TRAVEL IMPROVEMENT CHANNELS WORKS TIDAL TIDES SEDIMENTS TRANSPORT EBB MATERIALS...

...W H WHEELER © Thomas Telford and ICE 1890 BARS MOUTHS TIDAL ESTUARIES RIVERS CLAYS ROCKS ALLUVIUM SAND FORMATION IMPROVEMENT RECLAMATION TIDES SCOUR WAVES REMOVAL TRAINING WALLS DREDGING PIERS NAVIGATION DISCHARGES BASINS DELTAS DETRITUS EBB FRESHWATER DEPOSITS...

... IMPROVEMENT WORKS FRESHWATER SANDBANKS FORMATION WAVES ACTION BANKS PIERS HARBOURS PORTS SEA OUTFALLS FLOODS EBB CAUSES TIDELESS NON TIDAL ENTRANCES LITTORAL 144 DISCUSSION ON BARS [iliinutes of Discussion. Jlr. VemonKwxnrt. Mr. L. F. VERNON-HARCOURTtshaaidt the Author had referred...

...B O D TOWNSHEND © Thomas Telford and ICE 1889 TIDES TIDAL CURRENTS OBSERVATIONS HARBOURS FLOATS SEWAGE OUTFALLS DISCHARGES EBB PORTSMOUTH ENGLAND LANGSTONE UK selected TOTVNSHEND ON THE TIDES NEAR PORTSNOUTH. Papers.] 273 SECT1.1.-OTHER SELECTED PAPERS. (Pupel...

... WALLS WEIRS TIDAL SLUICES WORKS BASINS FLOODS WATERWAYS TIDES ACCRETION SILT MOVABLE EMBANKMENTS INLAND NAVIGATION EBB CHANNELS CURRENTS DEPOSITS CAPACITY DEPOSITION HYDROLOGY BANKS DEPTH REGIMES WARNINGS SEINE HAVRE HONFLEUR ROUEN FRANCE EUROPE Proceedings...

... a rapidityin adeepstream. In a tidal river,where the velocity is constantly varying with the change of depth and surface slope, this rapidity is very valuable. The following Tables contain the observations made during one complete period of flow of the tide, and two periods of ebb. They are selected, because...

...J B REDMAN © Thomas Telford and ICE 1883 RIVERS TIDAL TIDES WATER LEVELS SPRING EBB THAMES RIVER THAMES LONDON SHADWELL SHEERNESS UK 254 REDMAN ON THE RIVER THAWEB. [Sclected (Paper No. 1.923.) (( The River Thames. By JOIINBALDR~YE D B I A N , M. Inst. C.E...

... IMPROVEMENT BANKS DREDGING BARS SCOUR SILT JETTIES SLUICING BASINS BREAKWATERS EMBANKMENTS RIVERS WORKS ENTRANCES SANDBANKS CHANNELS DEPTH DEEPENING DREDGERS PUMPS HOPPERS EBB FLOW BAYS SILTATION DUNKIRK DUNKERQUE CALAIS BOULOGNE SEINE FRANCE BELGIUM EUROPE...

... CURRENTS FLOW VELOCITY CHANNELS SCOUR HYDRAULICS WATERWAYS EBB TIDES DEPTH FRESHWATER BEDS BOTTOM SURFACE MOUTHS DELTAS MUD SILTATION Proceedings.] DISCUSSIOX ON TIDAL AND UPLAND WATERS. 29 Discussion. Mr. WALTER R. BROWNwEished tosay, before the discussion Mr. Browne. commenced...

..., passing through such channels at the end of each ebb tide and up to the beginning of the next flood. The object of this Paperis to investigate the relative valueof these two agencies, in preserving the full depth andsection of such channels. Thedetermination of thisrelativevalue is a matter of very great...

... WALLS SEA WALLS CONSTRUCTION REMOVAL CHANNELS NAVIGATION RIVERS DEPOSITS DEEPENING SAND EBB SEA VELOCITY RECLAMATION DUBLIN IRELAND EIRE 124 MINU!I%S OF PROCEEDINGS. Mr. BATEMAPNre,sident, happened to know something of Dublin Harbour,and it appearedtohimthattherewere some...

... TRAINING WALLS WATER DEPTH CUTS DREDGING HARBOURS COSTS CURRENTS TREATMENT TIDES TIDAL BARS EBB FRESHWATER STAITHS SILTING TEES UK 72 THE RIVER TEES. Mr. W. A. BROOKsaSid, that in1828,he was appointed Resident Engineer to the Tees Navigation Company, under Mr. Price...

...J MURRAY © Thomas Telford and ICE 1861 SEA ESTUARIES FRITHS FIRTHS FLOODS COASTS TIDES LITTORAL EBB CHARTS WATER ENTRANCES VELOCITY BARS SAND SANDBANKS BANKS NORTH SEA SCOTLAND ENGLAND MURRAY FRITH CROMARTY MORAY FIRTH UK 314 KORTH SEA. March 12, 1861...

...P BRUFF; G HURWOOD; J COOPER; J MURRAY; J S RUSSELL; W A BROOKS; J HAWKSLEY; F BRAITHWAITE; REDMAN; J C CURTIS; G P BIDDER © Thomas Telford and ICE 1861 RIVERS PORTS WORKS IMPROVEMENT DOCKS ESTUARIES CHANNELS WATER SCOUR TIDES FLOODS EBB LAND FRESHWATER TIDAL WAVES...

... constantly flushed and cleaned, by the head of water from above bridge. The principal objection to hisplan was, thereduction in the tidal capacity of the river, and the consequent danger incurred, of interfering with the scour of the ebb-tide ; but to enable a correct judgment to be formed on this point...

...W A BROOKS © Thomas Telford and ICE 1853 IMPROVEMENT TIDAL NAVIGATION DRAINAGE ESTUARIES RIVERS TIDES SCOUR TRAINING GROYNES JETTIES WALLS FENS WORKS CHANNELS FLOODS DEEPENING DISCHARGES EBB CURRENTS MOUTHS WATER FENS UK INSTITUTION OF CIVIL ENGINEERS...