.... The method is general, although in this case data are drawn from numerical modelling of linked surface and subsurface flow equations, covering variably saturated throughflow and both infiltration-excess and saturation-excess overland flow. Nomographs are presented which can be used in a straightforward...

...H O ANWAR HYDRAULICS RESEARCH SPREAD SURFACE PLUMES DECELERATION PHASE COASTAL WATER COASTS DISTRIBUTION TEMPERATURE WARM DISCHARGES OUTFALLS TIDAL CURRENTS TIDES SPRING EBB CURRENTS HORIZONTAL ISOTHERMS PROFILES DILUTION SPREAD NON DIMENSIONAL PARAMETERS POWER...

... 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...

... that any open macrofissures were not missed. Grout pressures were strictly controlled in order to prevent damage to the weathered rock at or near to the ground surface. Pressures at the topof each stage were limited to 0.3 * Water acceptance of a grout hole is measured in lugeons, where 1 lugeon = 1 litre...

... of more severe thermal gradients. On heavy machinery bases, my own firm has undertaken to control thermal gradients by applying surface insulation, but this technique is appropriate only in specificcircumstances. 35. Recently, I have made a critical appraisal of the reinforcement of concrete slabs...

...RC PRETTYJOHNS; E MARKLAND © Thomas Telford and ICE 1989 LEICESTER POLYTECHNIC WALES UNIVERSITY AIR REGULATION ADMISSION SIPHONS LABORATORIES TESTS PIPES SURFACE HEADWATER CREST DISPERSION WATER HEADS DISCHARGES RATIOS CONTROL EQUIPMENT EXPERIMENTS PERFORMANCE...

... 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...

...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...

... through measures including surface sealing, grouting, drainage and diversions; to install adjustable rock anchors to strengthen the rock within the abutments; and to install a comprehensive array of instruments. The management of the structure in the futurewill depend largely on dataderived from...

... or displacement of a spillway pier. Bulging may be observed in an initially flat surface. Care must be 1195 HAMMERSLEY Fig. 2. Mop cracking in spillway pier. taken to distinguishmovements due to ASR fromeffectssuch as foundation settlement and lateral earth pressures on structural members acting as retaining...

...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 © Thomas Telford and ICE 1988 SURFACE TRANSPORT RESEARCH DEVELOPMENT MANAGEMENT SCOOT FUNDING ORGANISATION DISSEMINATION CONSTRUCTION...

...DA ERVINE; HT HALVEY; JW HOYT; JJ TAYLOR DISPERSION WATER BEHAVIOUR JETS TURBULENT METHODS CHARACTERISTICS AIR MEASUREMENT FLUCTUATION SURFACE STABILITY DOPPLER PRESSURE INSTABILITY ATMOSPHERE AERATION PLUNGE POOLS POOLS Proc. lnstnCiu. Engrs, Part 2,1988,85, Mar.J, une...

...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...

...JHW LEE; P NEVILLE JONES; PN JONES HONG KONG UNIVERSITY WATER RESEARCH CENTRE, SWINDON SEA OUTFALLS DESIGN PREDICTION DILUTION INITIAL FIELD DATA STUDIES SEWAGE SEWERAGE DISCHARGES WATER MOVING EQUATIONS EMPIRICAL CORRELATION METHODS SURFACE THEORY INTERPRETATION...

... PAVEMENTS SURFACE LANDSCAPING CONDITIONS SHA TIN TAI PO NEW TERRITORIES HONG KONG HONG KONG ASIA Proc. Instn Civ.Engrs, Part 1,1987,82, Jun., 527-549 9169 GRTOERUNAPGNISNPEOERRTIANTGION The Sha Tinto Tai POcoastal road,New Territories, Hong Kong:construction E. F. FOSTER, FICE* J. M...

... 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...

...SN MUSTOW; PB RONAN UK BIRMINGHAM AIRPORTS MANAGEMENT POLICIES TRAFFIC FORECASTS NOISE DEVELOPMENT RUNWAYS DESIGN SURFACE ACCESS GEOLOGY EXCAVATIONS TERMINALS FIRES FIGHTING FIRE STATIONS APRONS ROADWORKS CAR PARKS DRAINAGE AIRFIELDS LIGHTING ELECTRICAL POWER...

...-strain relations and a failure surface. The program is capable of simulating progressive cracking and final failure of the infill. The model is verified by comparison with racking tests on infilled frames. It is then used to carry out a more extensive study of the influenceof infill properties...

...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...