... GATES CREST OVERSPILL APRONS DIVERSION INSTRUMENTATION CONTRACTS SRI LANKA CEYLON ASIA © Thomas Telford and ICE 1991 VICTORIA MAHAWELI GANGA VICTORIA DAM P m . Inan Ciu. Enurs, Part 1, 1991,90, Apr., 281-311 PAPER 9520 \ The Victoria Pl'oject, Sri La project planning...

... a knoll of high ground next to the escarpment overlookingthe downstream reachof the gorge.In 790 Table l--continued K I A M B E R EP R O J E C T :D E S I G N Intake Height of structure Deck level No. of inlets Size of each gate opening Access bridge length (3 spans) Headrace tunnel Length Diameter...

... an important part of Kenya s electricity supply system. The spillway, built in 1974, began to show unusual deformations eight years after completion. Extensive cracking and deformations large enough to prevent the full operation of the spillway gates were found. Laboratory and site investigations confirm...

... BRIDGES COSTS SLUICES NAPPE OSCILLATIONS RADIAL GATES ANCHORAGES CONTRACTS LANDSCAPING CONDITIONS FIFTH EDITION SURREY SUSSEX ENGLAND RIVER MOLE UK Proc. Instn Ciu. Engrs, Part 1,1988.84, Apr., 235-263 9160 GROWUAPTER ENGINEERING Flood alleviation scheme for Lower River Mole W...

... GROUNDWATER TRAFFIC COSTS ECONOMICS FINANCE TESTS LOADS GROUND ANCHORS GATES SLUICES SHEFFIELD SOUTH YORKSHIRE UK Proc. Instn Ciu. Engrs, Part 1, 1987,82, Dec., 1203-1215 9085 DEMINSAGCRUINISTESIEMIORENING GROUP Lock construction and realignment on theSheffield and South Yorkshire...

...IM VARLEY; DS BYROM; HD OSBORN; M THOMAS; DGM ROBERTS; PD STEBBINGS; GP MEANLEY; P CONWAY; JB TERRY © Thomas Telford and ICE 1987 SHIPYARDS STRUCTURES DRY DOCKS STEEL CORROSION GATES DRAINAGE CONTRACTS CRANES DESIGN WALLS WATER PUMPS AIR HAULING IN PIERS TENDERS TURNKEY...

... STRESS LAYERS ESTIMATING METHODS BOUNDARY LAYERS SLUICES CONDITIONS GATES PIPES HYDRAULICS PROCEDURE MEASUREMENT VOLUME PATTERNS CHARACTERISTICS FIXED BEDS MODELLING FLOW Proc. lnstn Ciu. Engrs, Part 2, 1986,81, Dec., 607-645 PAPER 9077 WATERGERNOGUIPNEERING Local scour causedby...

... FILLING COMPUTERS EQUIPMENT PROGRAMS SIMULATION STRUCTURAL SOILS PARAMETERS INVESTIGATIONS WALLS TIMING GATES MANAGEMENT PROJECTS COSTS RETAINING GROUND ANCHORS STAFF CONTROL REMOTE SHEFFIELD YORKSHIRE SOUTH YORKSHIRE SYKEHOUSE LOCK RAWMARSH ROTHERHAM UK Proc. Instn...

... CONTRACTS FEASIBILITY SITE INVESTIGATION PROCEDURE GATES COFFERDAMS EXCAVATIONS FLOORS CONCRETE PLACING REGULATIONS SAFETY LABOUR TUAS SINGAPORE TUAS SHIPYARD SINGAPORE Proc. lnstn Cio. Engrs, Part 1, 1986,80, Aug., 903-930 9075E Tuas shipyard, Singapore ENGINEERING GROUP...

...JD HARDWICK; MJ KENN; DS WEAVER; REYNOLDS © Thomas Telford and ICE 1986 PROGRESSIVE GATES MODELLING STUDIES VIBRATIONS FLOW INDUCED TESTS TESTING MODELS DESIGN DATA RESEARCH HOLES FLOODING DRAINAGE RADIAL BARRIERS METHODS LOADS NATURAL FREQUENCIES RESPONSES...

...G HAIDER; DJ WILKINSON UK INLAND WATERWAYS CANALS GOVERNMENT GRANTS FUNDING FINANCE RESERVOIRS RENEWAL BRIDGES STRUCTURES MINING WATER RESOURCES WATER RESOURCES REPAIRS COSTS MAINTENANCE SEEPAGE PUDDLE CLAYS PUDDLE CLAY GATES ECONOMICS BRITISH WATERWAYS BOARD...

...JD HARDWICK PROGRESSIVE GATES MODELLING STUDIES FLOW INDUCED VIBRATIONS SPANS RADIAL PREDICTION BARRIERS RIVERS TECHNIQUES MODELS DESIGN PROTOTYPES FLOODING STRUCTURES INTERACTION DRAINAGE HOLES FREQUENCY DAMPING RESPONSES POWER DISSIPATION STILLING POOLS LEVELS...

...DG WARDLE; DA CROW; MJ KENN; JD HARDWICK; REYNOLDS © Thomas Telford and ICE 1985 IMPERIAL COLLEGE HYDRAULIC FORCES RAILS LIFT VERTICAL HIGH HEADS GATES FLOW MODELS PATTERNS VELOCITY SLOTS TESTS TANKS STUDIES AHLBORN WATER REYNOLDS NUMBERS TWO DIMENSIONAL THREE...

...DG WARDLE; DA CROW Proc. Instn Ciu.Engrs, Part 2, 1985,79, Mar.,73-85 PAPER 8849 WATERGERNOGUIPNEERING Hydraulic forceson rails for vertical lift, high headgates D. G. WARDLE, BSc(Eng), ACC-I,MICE, DipHE(Delft)* D. A. CROW, BSdEng)? Vertical lift gates,operatingunder high differentialwaterheads...

... in the navigation openings, so as not torestrict navigation (e) adequate overhead clearanceto be provided 18 THAMESBARRIER (f)cross section olthe waterway not to be reduced by more than 25 per cent by thepermanentstructure,although 30 per centpermitted during construction (g) closure ofall gates to be achieved...

...RT GERRARD; JJ LONG; HR SHAH; KG WEEKS; TA CLARK; DF ROSE; MP KENDRICK; JH FLEMING; JH WOMERSLEY; AO MITCHELL; EA HEPPLEWHITE; JD HARDWICK; WD WEBSTER UK BARKING CREEK THAMES HULL CREEKS TIDAL BARRIERS DESIGN CONSTRUCTION WATER AUTHORITIES ERECTION GATES MACHINERY SILT...

... the 300 t navigation span gate which is believed to be the largest vertical-lift gate in tUhKe . Introduction Barking Creek on the northbank of the River Thames is the tidal part of the River Roding. At Creekmouth it forms a boundary between the London Boroughs of Newham and Barking. The creek is used...

... for by the subsequent Row conditions. 89. Onceimpoundinghadbegunthetunnelgatesandgatehoistsbecame inaccessible. Consequently the gate positions could be estimated only to within about 1 ft and there was no direct evidence of either the water levels or the Row conditions inside the tunnels. 90. The tunnel outflow...

..., the barrier has taken on as much the characteristics of a public monument as of a utilitarian river control structure, and close collaboration between Engineer and Architect was needed to ensure that both functions were fulfilled; combining a turnover lifting gate with slender and elegant supporting towers...

...MJ KENN; AD GARROD © Thomas Telford and ICE 1981 IMPERIAL COLLEGE BINNIE AND PARTNERS TARBELA JOINT VENTURE CAVITATION COLLAPSE DISCHARGES VELOCITY CONDUITS VORTICITY SHEAR WALLS ROCKS MECHANISMS RATES HYDRAULICS LEVELS DAMAGE RESERVOIRS GATES CONCRETE...