...B M LUCCIONI; J C REIMUNDIN; R F DANESI; ST VENANT © Thomas Telford and ICE 1991 ARGENTINA UNIVERSIDAD NACIONAL TUCUMAN ARGENTINA TUCUMAN NATIONAL UNIVERSITY CIRCULATION PRESTRESSED CONCRETE I BEAMS BEAMS COMBINED MIXED TORSION FLEXURE SHEAR TESTS FAILURES ULTIMATE...

... CHARACTERISTICS ASPECT PROBLEMS DIFFERENTIAL LABORATORIES MODELLING TRANSPORT NUMERICAL STUDIES CIRCULATION IDEALISED RATIOS COEFFICIENTS EQUATIONS VELOCITY Proc. lnstn Cio. Enyrs, Part 2, 1990,89, Mar., 15-38 PAPER 9472 Some observations on nested modelling of flow and solute transport...

...RE NECE; RA FALCONER WASHINGTON UNIVERSITY SEATTLE BRADFORD UNIVERSITY HYDRAULIC CIRCULATION BASINS PROBLEMS MATHEMATICS ENVIRONMENTAL EXCHANGE GEOMETRY SITES PREDICTION MODELLING FLUSHING PLANNING MODELS HARBOURS FLOW CHARACTERISTICS BATHYMETRY STUDIES TIDAL COASTAL...

... SIZE MAINTENANCE PERFORMANCE FLOW CIRCULATION SHEAR INDUCTION ACTION RINGS BAFFLES CONDITIONS NON DIMENSIONAL SPECIFICATIONS INLETS URBAN AREAS EXPERIMENTS FACTORS OUTLETS SUBMERGED FREE RING CASTELLATED CONTROL REVERSE DEVICES DEAERATION MOVEMENT MATERIALS SEDIMENTS...

...CW LI; J HUN WEI LEE; YK CHEUNG; FOURIER © Thomas Telford and ICE 1986 HONG KONG UNIVERSITY MATHEMATICS MODELS TIDAL CIRCULATION HARBOURS DEVELOPMENT VERIFICATION SEMI IMPLICIT FINITE ELEMENTS ANALYSIS TESTS TIME STEP LONG PROPAGATION WAVES BASINS LATERAL TOPOGRAPHY...

... INLETS BREAKWATERS GRADIENTS STRENGTH SECONDARY CIRCULATION WATER SIMULATION FLOODING EBB DRYING SHALLOW BOUNDARIES CONDITIONS FLOW EQUATIONS HYDRODYNAMICS FINITE DIFFERENCE PORT TALBOT WALES UK Proc. Instn Civ. Engrs, Part 2, 1985,79, Mar.,33-53...

... RATIOS FLUSHING EXPERIMENTS PROCEDURE EXPERIMENTAL PATTERNS CIRCULATION RESPONSES SHAPE BASINS PUGET SOUND WASHINGTON USA Proc. Instn Civ. Engrs, Part 2, 1983,75, Sept., 475489 PAPER 8666 On the tidal exchange characteristics of model rectangular harbours J. X. JIANG* R...

...RJ SALTER; JA ALALAWI © Thomas Telford and ICE 1982 BRADFORD UNIVERSITY VEHICLES ROUNDABOUTS INTERACTION INTERSECTIONS TRAFFIC CAPACITY ENTRY CIRCULATION PRIORITY CONTROL COMPUTERS MODELS SIMULATION QUEUES LENGTH Proc. lnstn Ciu.Engrs, Part 2, 1982,73, Dec.,815-823...

...CA CARVELL; FA ROBERTS © Thomas Telford and ICE 1982 SOGEX MANAGEMENT PARIS ALLOTT & LOMAX CHRISTIANI & NEILSEN POWER STATIONS DESIGN CONSTRUCTION OFFSHORE WATER SYSTEMS CIRCULATION PRE TENDER IMMERSED TUBES METHODS TUNNELLING OUTFALLS CONDUITS TENDERS...

...KHM ALI; D PATEMAN; REYNOLDS Proc. Instn Ciu. Engrs, Part 2, 1981, 71, June, 427-461 8353 Prediction of the circulation in .reservoirs K. H. M. ALI, MEng, PhD* D. PATEMAN, BEng* ThePaperdescribes an analyticalandexperimentalinvestigation of thecirculationin reservoirs...

... of complex 21 6 L S e c t i o n shown in Fig. 2 DEVONPORT DOCKYARD SUBMARINE REFIT COMPLEX 9. The Central Management Office (CMO) is north of the new promontory. 10. The layout is shown in Fig. 1, and Figs 2 4 illustrate the use of the space. Circulation 11. Both the promontory upper docksides...

...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...

...R ASHWORTH; KW HUDDART; CJD LAURENCE; M KRUPPA; G MAYCOCK; RJ SALTER © Thomas Telford and ICE 1978 TRANSPORT AND ROAD RESEARCH LABORATORY TRRL GREATER LONDON COUNCIL BRADFORD UNIVERSITY CIRCULATION PROCEDURE ROUNDABOUTS MODELS FORMULAE RESEARCH SAFETY CAPACITY...

...KHM ALI; RA FALCONER; CC PARKMAN; TS HEDGES; P MINTON; RB WHITTINGTON; SJ ROBINSON © Thomas Telford and ICE 1978 BIRMINGHAM UNIVERSITY IMPERIAL COLLEGE THAMES WATER AUTHORITY WARD ASHGROFT AND PARKMAN SCALE RESERVOIRS VELOCITY INLETS GEOSTROPHY MODELS CIRCULATION FLOW...

...KHM ALI; TS HEDGES; RB WHITTINGTON © Thomas Telford and ICE 1978 LIVERPOOL UNIVERSITY RATIOS SCALE CIRCULATION EXPERIMENTS NOZZLES PATTERNS LOCATION SINGLE WIND TECHNIQUES PHOTOGRAPHY PARAMETERS JETS MODELS RESERVOIRS HORIZONTAL INLETS MIXING EFFECT TWIN CURRENTS...

...FW COATES; RS TAYLOR; CEGB © Thomas Telford and ICE 1976 CEGB CENTRAL ELECTRICITY GENERATING BOARD NUCLEAR POWER COMPANY WHETSTONE TAYLOR WOODROW POWER STATIONS CONSTRUCTION REACTORS TECHNIQUES VESSELS BEDROCK PODS CIRCULATION PRELIMINARY FOUNDATIONS CONCRETE...

... CONTROL PRESTRESSED VESSELS PERMANENT CRITICAL PATH SYSTEMS INTAKES EXCAVATING LINERS POWER STATIONS BUILDINGS GROUNDWATER CONCRETE FOUNDATIONS CRANES CIRCULATION HARBOURS SITES BASEMENTS LIFT IN CRITICAL PATH HEYSHAM UK Proc. Instn Ciu. Engrs, Part 1, 1975, 58, Aug...

... are discussed and major statistics are given in the Appendices. Emphasis has been placed on the approach to planning a large passenger handling unit with its attendant problems of circulation, control and communications. Introduction The new Euston passenger buildings were formally opened on 14 October, 1968...

... is approximately 1 km long and 500 m wide, and has a fairly uniform depth of about 15 m. The reservoir's basic principle of operation is that of an artificially created continuous circulation of water preventing the formation of oxygen deficiencies (Fig. 1). This is achieved by directing the water...

...W FRAZER; D I H BARR; A A SMITH © Thomas Telford and ICE 1968 STRATHCLYDE UNIVERSITY HYDRAULIC HEAT ESTUARIES IMPACT WATER SURFACE INTRUSION EXCHANGE CIRCULATION VELOCITY BEDS CALIBRATION MODELS DISSIPATION EIA ENVIRONMENT FLOW PROFILES TIDAL TEMPERATURE TIDES...