...H O ANWAR Proc. Instn Civ. Engrs, Part 2, 1991, 91, Sept., 4 3 5 4 9 PAPER 9711 WATER BOARD Spread of a surface plumein the decelerating phase of coastal water H. 0.ANWAR, Dr-Ing* The distribution of temperature in a warm water plume discharging from an outfall into a tidal current was measured...

...A CALVER; W L WOOD © Thomas Telford and ICE 1991 INSTITUTE OF HYDROLOGY WALLINGFORD READING UNIVERSITY DIMENSIONLESS HILLSLOPES HYDROLOGY HILLS SLOPES CONTROL VARIABLES NON DIMENSIONAL METHODS GENERAL DATA NUMERICAL MODELLING SURFACE SUBSURFACE EQUATIONS INFILTRATION...

... GEOMETRY SURFACE LAYERS REINFORCING BARS STEEL REINFORCEMENT EFFECT SAMPLING POTENTIAL PROBLEMS LOCATION Proc. fnstn Ciu. Engrs, Part 2, 1991, 91, Mar., 71-88 PAPER 9614 STRUCTURBAULILDAINNDG BOARD Reinforced concrete resistivity measurement techniques S . G. MILLARD, BSc, PhD, MICE* Half...

...J TATTERSFIELD; JC BENNETT WLPU CONSULTANTS EWBANK PREECE HYDROELECTRICITY PROJECTS FINANCE CONSTRUCTION COUNTRIES DEVELOPING DAMS EMBANKMENTS TENDERING MANAGEMENT SPILLWAYS TUNNELS SHAFTS DIVERSION HEADRACE TAILRACE POWER HOUSES CAVERNS SURFACE STRUCTURES INTAKES...

... control and dispersion. Description of equipment 4. Theexperiments were madeusingsmallsiphonssuppliedfromaheader tank of 1.36 m capacity, and 2.10 m effective surface area. Waterwas fed to the tank from the laboratory supply, as shown in Fig. 2, through a manifold of five perforated pipes. An adjustable...

... PARAMETERS TRANSITIONAL DEPTH VALUE VARIATIONS DESIGN COASTAL ENGINEERING SEDIMENTS DYNAMICS SHINGLE BEACHES DEVELOPMENT TECHNIQUES EFFECT SURFACE ELEVATIONS MONITOR LOGGING CALIBRATION SOFTWARE INSTALLATION OPERATION COMPUTERS DISTRIBUTION VALUE SHOREHAM SUSSEX WEST SUSSEX...

... COEFFICIENTS EXPANSION SHRINKAGE SURFACE ZONES Proc. Instn Ciu. Engrs, Part 2,1989,87, Mar., 155-158 DISCUSSION ON PAPER 9321 STRUCTURAENLGINEERING GROUP Early thermal cracking in end-restrained thick reinforced concrete members B. P. Hughes and A. T. Mahmood Mr J. Springfield, Carruthers& Wallace...

...DH BACHE; NJ COPPIN; AJ CASEBOWK © Thomas Telford and ICE 1989 STRATHCLYDE UNIVERSITY WARDELL ARMSTRONG SCOTT WILSON KIRKPATRICK VEGETATION CONSTRUCTION PROPERTIES PROBLEMS GROUND SURFACE STABILITY PLANTS SLOPES ECOLOGY DESIGN SAFETY BIOLOGY ROOTS BIOENGINEERING...

... MONITORING LONG TERM TESTS INVESTIGATIONS PROBLEMS TECHNICAL ENVIRONMENTAL ENVIRONMENT SITE INVESTIGATION MASS ACCESS CRACKING VISUAL MOVEMENT DISPLACEMENT MAPPING NON DESTRUCTIVE DISCOLORATION SURFACE POP OUTS DEPOSITS MIX PETROGRAPHIC CONTENT PETROGRAPHY STRENGTH STIFFNESS DAMAGE...

... and collapsible soils in a fault underlying the left abutment. Theremedial work described has four principal aims: torestore the spillway gates to full operation; to reduce the rate at which the alkali-silica reaction proceeds by controlling the access of water to the concrete through measures including surface...

...F G E IRWIN; A D MAY; J PALMER; B OLDRIDGE; P B GOODWIN; G MARGASON; A H WICKENS; J C R LATCHFORD; H BELL; J PORTER; P J HILLS; P H COLLINS; SCOOT Proc. Instn Ciu. Engrs, Part 1, 1988,84, Oct., 1095-1098 TRAGENSRNSEOPGMOUINIRPNETAEARTIINOGN Surface transport:research and development contribution...

... are quite different from the Authors explanation. As shown in Fig. 14, spraydetachment is accomplished by the pinching-off of ligaments of fluid forced from the jet surface by turbulent fluctuations. Portions of each ligament are returned to the main jet surface as re-entrant jets,each ligament bringing...

...RB SCHOFIELD; LA MARTIN © Thomas Telford and ICE 1988 ULSTER UNIVERSITY AT JORDANSTOWN SHIPS MOVEMENT NAVIGATION CHANNELS PREDICTION WATER SURFACE ENERGY VARIABLES INTERACTION THEORY TWO DIMENSIONAL RESISTANCE OPEN HYDRAULICS SPEED VELOCITY EQUATIONS MODELS DEPTH...

...J OLIPHANT; DI BLOCKLEY; WJ LARNACH © Thomas Telford and ICE 1988 BRISTOL UNIVERSITY SAFETY METHODS CONTROL CANTILEVER GEOTECHNICS CALCULATIONS DESIGN MODELLING WALLS CRITICAL STATE FAILURES BOUNDARIES SURFACE RETAINING CAPACITY DEMAND LIMIT STATE STRENGTH CODES...

... SURFACE THEORY INTERPRETATION PHYSICAL RELIABILITY CURRENTS AMBIENT Proc. lnstn Ciu.Engrs, Part 1,1987,82, Oct., 981-994 9203 GROWUAPTER ENGINEERING Sea outfall design-prediction of initial dilution J. H. W. LEE, BSc(Eng), MSc, PhD* P.NEVILLE-JONES, BSc(Eng), MSc,MICE? A new study of all...

... strands, with ultimate tensile strength per strand of 186 kN and stressed to a load of 360 kN. Lift-off tests on selected anchors were carried out atmonthly intervals for a period of twelve months after installation. Pavement and surfacing 39. As lengths of carriageway drainage were completed...

... 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...

...M DHANASEKHAR; AW PAGE © Thomas Telford and ICE 1986 NEWCASTLE UNIVERSITY NEW SOUTH WALES AUSTRALIA FILL BRICKS MASONRY INFILL PROPERTIES BEHAVIOUR FRAMES FINITE ELEMENTS MODELS SIMULATION RACKING LOADS PROGRAMS MATERIALS ELASTIC INELASTIC SURFACE FAILURES BONDS...

... on 33/15 of limited length Category 2 standards on 33 approach only Surface parking-2729 spaces Multistorey parking-357 spaces 8270 m2 4180 m2 England area, and Airport strategy for Great Britain, Part 11, Regional airports. These documents suggested that Birmingham mibgehtexpanded to accommodate 10...

...D I H BARR; M M DAS; MANNING © Thomas Telford and ICE 1986 STRATHCLYDE UNIVERSITY ASSAM ENGINEERING COLLEGE EQUATIONS NORMAL DEPTH DISCHARGES CHANNELS RESISTANCE FREE CONFIGURATION BOUNDARIES ROUGHNESS SOLUTIONS DIRECT FLOW SURFACE NUMERICAL RECTANGULAR GRAPHICAL...