...A F HOWLAND © Thomas Telford and ICE 1991 A F HOWLAND DOCKLANDS GEOLOGY SITE INVESTIGATION SYNCLINES GEOTECHNICS PARAMETERS FORMATION HYDROGEOLOGY AQUIFERS CLAYS LONDON CLAY DEPOSITS CHALK SAND GRAVEL BEDS ALLUVIUM STRATIGRAPHY LITHOSTRATIGRAPHY LONDON...

... LABORATORIES APPARATUS INSTRUMENTATION LAYERS BEDS Proc. lnstn Ciu. Engrs, Part 2,1991, 91, Dec., 795-821 PAPER 9801 WATER BOARD Laminar motionof fluid mud K. H. M. ALI, MEng, PhD* K. GEORGIADIS, BEng* The Papergives the results of an experimental investigation into the formation of fluid mud under...

...P A S FERGUSON; A J RUNACRES; N A HILL © Thomas Telford and ICE 1991 SIR WILLIAM HALCROW DOCKLANDS GROUND CONDITIONS TUNNELLING METHODS STORMS SEWERAGE DRAINS TUNNELS UNDERGROUND SEWAGE STRATA ALLUVIUM GRAVEL CLAYS LONDON CLAY BEDS SAND CHALK GEOTECHNICS DESIGN...

...R A FALCONER; Y GUOPING; G YU EFFECT DEPTH BEDS SLOPES SCALING TIDAL CURRENTS TIDES EXCHANGE LABORATORIES MODELS HARBOURS VELOCITY DISTRIBUTION COEFFICIENTS PHYSICAL SINGLE ASYMMETRIC ENTRANCES SHAPE CONDITIONS TESTS INFLUENCE MEAN VERTICAL SCALE DISTORTION EBB...

... height above thebed. Introduction In hydraulic engineering, the prediction and control of erosion problems are important subjects. Among different flow cases, the action of an offsetjet can result in the erosion of bed material. This scour can cause severe damage to the bed and nearby structures...

...E S MELERSKI; WINKLER © Thomas Telford and ICE 1990 TASMANIA UNIVERSITY SIMPLE COMPUTERS ANALYSIS CIRCULAR RAFTS AXISYMMETRIC LOADING ELASTIC LOADS FOUNDATIONS NUMERICAL METHODS ANNULAR CONDITIONS PLATES BEHAVIOUR SOILS BEDS MODELLING HALF SPACE SPRINGS WINKLER...

...N RAJARATNAM; RL POWLEY HYDRAULIC JUMP FLOW TWO LAYER LABORATORIES LAYERS EXPERIMENTS CHANNELS HORIZONTAL FREE SUBMERGED SLOPING THEORY PREDICTION EQUATIONS VERTICAL LENGTH CHARACTERISTICS INTEGRAL MOMENTUM LONGITUDINAL BEDS INTERNAL RECTANGULAR STRATIFIED DENSIMETRIC...

...J R RIDDINGTON; M Z GHAZALI © Thomas Telford and ICE 1990 SUSSEX UNIVERSITY MALAYSIA TECHNOLOGY UNIVERSITY SHEAR JOINTS STRESS MORTAR SPECIMENS TRIPLETS PROGRAMS BEDS FAILURES SLIP LEVELS TESTS BRICKS BENDING ANALYSIS BONDS MASONRY PRECOMPRESSION TENSILE FINITE...

... CHANNELS PIPES MANUFACTURE BEDS AQUEDUCTS HISTORY FORMULAE TATZUMI JAPAN ASIA Proc. Instn Ciu. Engrs, Part 1, 1989,86, Dec., 1143-1 165 9411 WATGERROEUNPGINEERING The TatsumiCanal of 1632,Japan T. NAKAGAWA, PhD* S . MIYAE, DrEngt The Tatsumi Canal is a monumental work remarkable...

... HYDRAULICS FLOW CHAMBERS GEOMETRY MODELS MATHEMATICS EQUATIONS PARAMETERS RATIOS THROTTLE INFLOW HEIGHT WEIRS CREST LINEAR TAPERS BEDS SLOPES ROUGHNESS COEFFICIENTS WIDTH Proc. Instn Civ.Engrs, Part 2,1989,87, June, 175-193 PAPER 9376 WATERGERNOGUINP EERING Charts for the hydraulic...

...KHM ALI; MM MENDIS © Thomas Telford and ICE 1989 LIVERPOOL UNIVERSITY Proc. Instn Cio. Engrs, Part 2,1989,87, June, 271-288 TECNHONTICEAL 519 WATER ENGINGEREROIUNPG Effect of bed superelevation on thfleow in rigid open channel bends K. H. M. ALI, BEng, MEng, PhD* M. M. MENDIS, BEng...

...AB SHAHALAM; AR MANSOUR © Thomas Telford and ICE 1988 JORDAN UNIVERSITY IRBID METHODS PREDICTION RESISTANCE COEFFICIENTS NATURAL STREAMS PROCEDURE BEDS PARTICLES EQUATIONS DATA CORRELATION DEVIATION PERFORMANCE FLOW CHANNELS SLOPES WATER METHODS ESTIMATING...

... The extension of the White, Paris and Bettess method (1980) for predicting the resistance of alluvial channels in the lower region of bed forms to upper region forms is an interesting and valuable development. In my own case it proved also to be timely, in that the new method became available when information...

...BB WILLETTS; JK MAIZELS; J FLORENCE; P ACKERS © Thomas Telford and ICE 1988 WATER ENGINEERING BEDS COMPOSITION SIMULATION SEDIMENTS MODELLING NUMERICAL LAYERS Proc. lnstn Ciu. Engrs, Part 1,1988,84,June, 615-617 9193 DISCUSSION ENGINWEAERTEINRG The simulation of stream bed...

... regime flows in whichthe bed features are either plane-bed, ripples or dunes. A new relationship is proposed for upper regime flows in which the bed features are plane-bed or anti-dunes. A criterion to determine whether the flow is in upper or lower regime is described. This work greatly extends...

...KHM ALI; SY LIM; AJ JOHNSTON; AR HALLIWELL © Thomas Telford and ICE 1987 HYDRAULIC ENGINEERING SCOUR BEDS FLOW EROSION SUBMERGED WALLS SCOURHOLES TAILWATER JETS WATER TIME DEPTH DEVELOPMENT Proc. Instn Ciu.Engrs, Part 2,1987,83, Dec., 875-886 DISCUSSION...

...BB WILLETTS; JK MAIZELS; J FLORENCE ABERDEEN UNIVERSITY SEDIMENTS STREAMS BEDS FLOW SIMULATION ARMOURING MOBILITY MIXED GRAVEL METHODS TRANSPORT LABORATORIES PREDICTION EXPERIMENTS LAYERS COMPOSITION RESEARCH CALCULATIONS Proc. Instn Civ.Engrs, Part 1,1987,82, Aug...

...MRC BURY © Thomas Telford and ICE 1987 TAYLOR WOODROW CONSTRUCTION LTD WAVES WATER LONG SURF ENERGY NEARSHORE SEA VELOCITY BEDS BEACHES DATA ANALYSIS EXPERIMENTS FREQUENCIES METHODS PREDICTION LONGSHORE CURRENTS BEHAVIOUR THEORY EQUATIONS Proc. Znstn Civ.Engrs...

... STRESS LAYERS ESTIMATING METHODS BOUNDARY LAYERS SLUICES CONDITIONS GATES PIPES HYDRAULICS PROCEDURE MEASUREMENT VOLUME PATTERNS CHARACTERISTICS FIXED BEDS MODELLING FLOW Proc. lnstn Ciu. Engrs, Part 2, 1986,81, Dec., 607-645 PAPER 9077 WATERGERNOGUIPNEERING Local scour causedby...

... that the designers had taken the opportunity on the multispan Llanfaes Bridge to avoid any lowering of the river bed under the outer two arches. Theoverall bridge protection scheme is much simplified because of this. In similar situations on bridges with fewer spans, it is usual that abutments also have...