...P G FOOKES; J R STONER; J H MACKINTOSH © Thomas Telford and ICE 1991 PRICE BROTHERS MAN MADE RIVERS PROJECTS CONCRETE TECHNOLOGY PRESTRESSED PIPES MANUFACTURE ARTIFICIAL CYLINDERS ENVIRONMENTAL FACTORS CLIMATE DESERTS GEOLOGY MATERIALS WINNING PREPARATION AGGREGATES...

...J R STONER; P G FOOKES © Thomas Telford and ICE 1991 PRICE BROTHERS MAN MADE RIVERS PROJECTS MANUFACTURE PRESTRESSED CONCRETE CYLINDERS PIPES ARTIFICIAL WATER SUPPLY DEMAND WATER COUNTRIES DEVELOPING STRUCTURAL DESIGN METHODS MANUFACTURING PLANT AQUIFERS SELECTION...

... CLAYS CONCRETE TESTS SEA DEVELOPING PROJECTS DESIGN GEOLOGY ARTIFICIAL DEEP PILES SPUN LENGTH PILECAPS TROPICS PENANG MALAYSIA ASIA Proc. Instn Civ. Engrs, Part 1,1990,88, Aug., 531-549 UCTURA9L491R GERNOGUIPNEERING Penang Bridge Projec:t foundations and reclamationwork...

...S ALIM; J MUNRO; I EG DAVEY WILSON; I E G D WILSON; I M MAY; W TIZANI; PROLOG © Thomas Telford and ICE 1988 EXPERT SYSTEMS CIVIL ENGINEERING SOILS PROGRAMS COMPUTERS PROBLEMS HARDWARE SOFTWARE DESIGN ARTIFICIAL INTELLIGENCE Proc. Instn Ciu.Engrs, Part 2,1988,85, Mar.1, 85...

...P ACKERS; CT BROWN; UNWIN © Thomas Telford and ICE 1985 HYDRAULICS RESEARCH SLOPES PROTECTION WAVES BLOCKS ARTIFICIAL DAMAGE RIPRAP STABILITY FACTORS DESIGN LEVELS ARMOUR UNITS CAVITATION FORCES EDDIES Proc. Insm Ciu. Engrs, Part 1, 1985,78, Dec., 1487-1489 UNWIN...

... thoserisks. 8. Let us lookmore closely, therefore, ata few recenthydraulicproblems: thesemayprovidelessons for thefutureconcerningresearchplanning and its integration into engineerinpgrojects. Slope protection againstwaves using artificial blocks 9. In a recent review of armour blocks for breakwaters...

...TJ MARSH; PA DAVIES; RA DOWNING; JMA PONTIN © Thomas Telford and ICE 1984 GROUNDWATER LEVELS WATER BASINS WATER RESOURCES AQUIFERS DEVELOPMENT ABSTRACTION ECONOMICS HYDROGEOLOGY RECHARGE NATURAL ARTIFICIAL CHALK GEODETIC PIEZOMETRIC STORAGE LONDON UK Proc...

...E PARIS © Thomas Telford and ICE 1984 FLORENCE UNIVERSITY RIVERS BEDS RESPONSES ARTIFICIAL CHANGE METHODS FRICTION ESTIMATING CHANNELS ALLUVIAL SEDIMENTS TRANSPORT FORMULAE RELATIONS ANALYSIS FRAMEWORK PARAMETERS INPUT CONCENTRATION FLOW UNITS DISCHARGES MODELS...

...SF BROWN; CPD JONES; BV BRODRICK © Thomas Telford and ICE 1982 NOTTINGHAM UNIVERSITY ICI FIBRES TERRAM NON WOVEN FABRICS PERMANENT ROADS PAVEMENTS ARTIFICIAL CONSTRUCTION EXPERIMENTAL INVESTIGATIONS STRUCTURAL ASPHALT PERFORMANCE DEFORMATION CONDITIONS EXPERIMENTS...

...WA PRICE; HUDSON; RJ MADDRELL; IRRIBARREN © Thomas Telford and ICE 1980 RUBBLE MOUND FAILURES ARMOUR WATER COEFFICIENTS SEA ROCKS HYDRAULICS BREAKWATERS STONE ARTIFICIAL HARBOURS WAVES TESTS CONCRETE FORMULAE MODELS DESIGN DOLOS UNITS STABILITY CLIMATE LAYERS...

...MGW BELL NORFOLK YARE BROADLANDS NORFOLK BROADS UK PROTECTION BROAD WATERWAYS LAKES RESOURCES ORGANISATIONS PLANNING SAILING NATURE TOURISM ECOLOGY FLOODS FARMING FLORA WATER HISTORY RIVERS ARTIFICIAL MANAGEMENT FACILITIES ANGLING ADMINISTRATION CONSERVATION...

...AF PARSONS © Thomas Telford and ICE 1979 THAMES WATER LEE VALLEY LEE LONDON UK ENGINEERING ARTIFICIAL GROUNDWATER RECHARGE PILOT STUDIES SITES SELECTION DESIGN RATES CONSTRUCTION DEVELOPMENT BOREHOLES PIPEWORK CONTROL PIPES AIR ENTRAINMENT GAS BUBBLES...

...RW COLLINGWOOD; JM DAVIS; ASB BELCHER © Thomas Telford and ICE 1979 CIRCULATION THERMAL WATER CONTROL MIXING PERFORATED AIR TEMPERATURE SMALL TRACERS RESERVOIRS STRATIFICATION STORAGE DISPERSION AERATION ARTIFICIAL MOVEMENT ALGAE BANKSIDE HYDROLOGY EFFECT QUALITY...

... REPLENISHMENT ARTIFICIAL DREDGED WALLS COASTAL NOURISHMENT SHINGLE SEA RECLAMATION COSTS SLOPES GRAVEL GROYNES BOURNEMOUTH PORTOBELLO UK Proc. Insrn Cio. Engrs, Part I, 1977, 62, Feb., 135-144 7917 DISCUSSION Beach replenishment: sea defences and a review of therole of artificial...

...D E NEWMAN; HRS Proc. Instn Ciu. Engrs, Part 1, 1976, 60, Aug., 445-460 7917 Beach replenishment : sea defences and a review of the roleo f artificial beach replenishment D. E. NEWMAN* The Paper briefly reviews the effect of groynes asneadwalls on beaches and suggests the advantages of using...

...SJ PINLESS; DB STACEY; GLC Proc. Insin Civ. Engrs, Part 2, 1975, 59, Dec., 877-878 7776 DISCUSSION The reduction of artificial boundary reflexions in numerically modelled estuaries SALLY J. PINLESS Mr D. B. Stacey, formerly Greater London Council, now Binnie and Partners In the test...

...H MARION; PF MEAD; MJ KENN; DM CURTIS; T RIDLEY; G MAHFOUZ; R BRADESCU; ALL BAKER; JRD FRANCIS; KM BROOK; F NUTTALL; PW BEARD; RD BROWNE; P DEMONE EKOFISK NORTH SEA DESIGN ARTIFICIAL OIL CAISSONS MOORINGS CEMENT CONSTRUCTION OFFSHORE DECKS STRAIN BREAKWATERS ISLANDS EKOFISK...

...SJ PINLESS INSTITUTE OF OCEANOGRAPHIC SCIENCES REDUCTION REFLECTION ESTUARIES INPUT DATA TIDES DEVELOPMENT EXTENSIONS ARTIFICIAL NUMERICAL MODELS CURVES METHODS GAUGES WORKING BARRIERS BOUNDARIES MODELLING TIDAL EFFECT OBSERVATIONS ONE DIMENSIONAL EQUATIONS CLOSURES...

...H MARION; G MAHFOUZ © Thomas Telford and ICE 1974 C G DORIS EUROPE ETUDES DESIGN ISLANDS OIL PRESTRESSED TECHNIQUES CAISSONS RAFTS WALLS ELASTICITY SEA CONSTRUCTION OFFSHORE CRUDE CONCRETE PROJECTS FINITE ELEMENTS FOUNDATIONS DURABILITY CREEP ARTIFICIAL EKOFISK...

... BANKS DYKES COASTAL ARTIFICIAL BEDS CLOSURES WALLS MODELS PROTECTION SEA WORKS SCOUR ESTUARIES FLOODS COSTS HOLLAND NETHERLANDS 7449 DISCUSSION The Netherlands Delta project H. A. FERGUSON Professor D. M. McDowell, University of Manchester I should like the Author to enlarge...