...A S BATCHELOR; R H PARKER; I K SMITH; I C PARMEE © Thomas Telford and ICE 1991 HOT DRY ROCKS RENEWABLE ENERGY RESOURCES GEOTHERMAL PLANT HEAT BINARY SYSTEMS TEMPERATURE POWER Proc. lnstn Civ. Engrs, Part 1, 1991, W,Aug., 933-937 DISCUSSIOINNFORMAL ENERGY BOARD Hot dry rocks...

...NSM BERRY; HS EADIE; IR MACGREGOR © Thomas Telford and ICE 1988 BABTIE SHAW AND MORTON BIWATER SHELLABEAR LTD DAMS WATER RURAL ROCKFILL MATERIALS SEALS CONSTRUCTION CORES DRY SEASONS HIGH DENSITY DESIGN SECURITY BEHAVIOUR POLYETHYLENE GEOMEMBRANES LEAKAGE COVERING...

... specifications 13. Figure11shows all thecurvesobtained forsoilswith characteristics meeting dry structure specifications (quarter-saturation). Thesaere container soils B, D and E; eightnatural soils (cf. Fig. 15); and Loire river sandcontaining chloride and sulphate (cf. Figs 12 and 13). These results were...

...DW CALKIN; JK MUNDY © Thomas Telford and ICE 1987 GAMMON KIER JOINT VENTURE KIER LTD TEMPORARY WORKS PUMPING STATIONS RESERVOIRS DESIGN CONSTRUCTION STRUCTURES LEVELS JACKING SYSTEMS CAPACITY TOWERS INTAKES GRAVITY COFFERDAMS DRY WATER EXCAVATIONS DEEP...

...JF MCMEEKAN; KP YUE © Thomas Telford and ICE 1987 BINNIE & PARTNERS HONG KONG. WATER DEMAND PUMPING STATIONS RESERVOIRS AQUEDUCTS IMPORTS WORKS ECONOMICS WELLS CONSTRUCTION DESIGN BRIDGES DRY WET FOUNDATIONS DEEP PILES PUMPS PIPES SIPHONS METHODS DEVELOPMENT...

...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...

... FOUNDATIONS LOCATION LAYOUT PAVEMENTS THICKNESS JETS GRANULAR SUBBASE CONCRETE QUALITY DRY ASPHALT LEAN MARSHALL ROADS SURFACE WATER DRAINAGE SUPPLY WATER SUPPLY SEWERAGE SEWAGE TREATMENT FUEL NAVIGATION CLADDING COMPUTERS CAD AIDS AIDED TECHNIQUES DRAFTING PREFABRICATION...

..., was necessary. These three sills, however, are lower thanlow water level in Loch Ness and consequently coffer-dams and a diversioofn catchment run-off were required for the works to be carried out in the dry. The size of the sills meant that a considerable amounotf heat would be generated during construction...

...IM VARLEY; DS BYROM © Thomas Telford and ICE 1986 T F BURNS & PARTNERS SHIPYARDS PLANNING DESIGN CONSTRUCTION SHIPS REPAIRS RECLAMATION FORESHORES PROJECTS PIERS DRY DOCKS OFFICES WORKSHOPS AMENITIES BUILDINGS INFRASTRUCTURE VESSELS QUAYS STUDIES MANAGEMENT...

...RHJ SELLIN © Thomas Telford and ICE 1983 BRISTOL UNIVERSITY WESSEX WATER AUTHORITY SEWERS ADDITIVES POLYMERS DOSING DRAG REDUCTION ECONOMICS OVERLOADING DISCHARGES CAPACITY PERMANENT STATIONS INSTRUMENTATION FOUL PRELIMINARY TESTS FLOW MEAN VELOCITY WEATHER DRY...

...JR GRICE; EA HEPPLEWHITE © Thomas Telford and ICE 1983 CTH JOINT VENTURE RENDEL PALMER AND TRITTON DESIGN CONSTRUCTION RIVERS BARRIERS COFFERDAMS DRY THAMES BARRIER PIERS ABUTMENTS WORKS PHASED FRAMES EXCAVATING METHODS UNDERWATER INSPECTION JOINT VENTURES UPLIFT...

... SOLAR PASSIVE ELECTRICITY TIDAL AEROGENERATORS BIOFUELS BIOMASS HOT DRY ROCKS FUEL UK Proc. Instn Civ. Engrs, Part 1, 1983, 74, Feb., 47-60 PAPER 8653 The renewable sources of energy in the United Kingdom J. K. DAWSON, PhD, DSc, CChem* Recent progress in the Department of Energy s...

... CHANNELS INTAKES DRY DOCKS MARINE CONDITIONS EXPOSED LOUGHS LAKES TUNNELS CONDENSERS TURBOALTERNATORS PUMPHOUSES SEABED PLANNING WORKS POST TENDER UNITS TRENCHES DREDGING FOUNDATIONS SILLS PLACING KILROOT ULSTER BELFAST LOUGH NORTHERN IRELAND UK Proc. Instn Ciu...

... CONDITIONS BOUNDARY VALUES PROGRAMS PROFILES SURGES BARRIERS WATER SOLUTIONS DRY BURSTS FINITE DIFFERENCE SYSTEMS DOWNSTREAM CONTAINERS FUNCTIONS TURBULENT ROUGHNESS OBSERVATIONS EXPERIMENTAL INITIAL DEAD COMPUTERS REMOVAL SHALLOW BODIES EQUATIONS BEDS PROCEDURE MOBILE PLANE...

...GW REED; RJ WITCHELL; FM COLDWELL; PSA © Thomas Telford and ICE 1981 PSA PROPERTY SERVICES AGENCY SIR ALEXANDER GIBB COSTAIN DOCKS REFIT WORKS PRESSURE DESIGN NAVAL DRY POWER LOCATION STRENGTHENING COFFERDAMS TESTS EXTENSIONS CONSTRUCTION SUBMARINE DOCKYARDS...

... of the effect of resistance on the unsteady free surface following thedam-burstsituation, with dry downstream bed and reflections from bothdead ends. A numerical solution of thedynamicand continuity equations for gradually varied flow (i.e. Saint-Venant equations) is developed, based on a finite difference...

...RJ DANIELS; DJL CHETWIN; JW DAGLEISH; R FREER; AW SHILSTON; BN SHARP; W HOGBIN; JM THOMAS; B SIMPSON; DA RODGER; GH COCHRANE; KR STURROCK; TJ UPSTONE; LA CLARK DRY DOCKS DESIGN CAISSONS PRECAST COUNTRIES PIERS TESTS CONSTRUCTION WALLS JOINT VENTURES DEVELOPING PUMPHOUSES DEWATERING...

...RJ DANIELS; BN SHARP © Thomas Telford and ICE 1979 SIR WILLIAM HALCROW DRY DESIGN FACILITIES OIL PROJECTS BUILDINGS MOBILE PAINTING ARCHITECTURE EARTH CAISSONS COSTS DOCKS SHIPS SUPERTANKERS MANAGEMENT WORKS MARINE ARMS VESSELS PRESSURE CELLS PLANNING REPAIRS...

...GH COCHRANE; DJL CHETWIN; W HOGBIN © Thomas Telford and ICE 1979 TAYLOR WOODROW COSTAIN TAYLOR WOODROW DRY CONSTRUCTION WORKS ENGINEERS SITE INVESTIGATION PUMPHOUSES SERVICES PROJECTS DREDGING CAISSONS LAUNCHING FILLING COUNTRIES DOCKS JOINT VENTURES PROCEDURE...

...RT JENKYN; HA JANSSEN; MA REIMBERT © Thomas Telford and ICE 1978 CONSULTEC LTD ONTARIO DESIGN DRY ESTIMATES LOADS FINE MATERIALS SILOS HEIGHT CALCULATIONS GRANULAR CIRCULAR GRAINED PRESSURE LARGE NON COHESIVE FORMULAE AERATION ECCENTRICITY Proc. ImrN Civ. Engrs...