...L A MARTIN; W R C MYERS; MANNING; DARCY WEISBACH © Thomas Telford and ICE 1991 I G DORAN ULSTER UNIVERSITY AT JORDANSTOWN MEASUREMENT OVERBANK FLOW COMPOUND RIVERS CHANNELS EXPERIMENTS VELOCITY DISTRIBUTION DISCHARGES FLOOD PLAINS MOMENTUM TRANSFER CAPACITY RESISTANCE...

... ITERATIVE METHODS PREDICTION DISPLACEMENT CONFIGURATION EQUILIBRIUM CONVERGENCE CHARACTERISTICS TESTS NODAL RINGS EFFECTIVE DISTRIBUTION PASSIVE LATERAL FILL PRESSURE MOVEMENT BRICKS STONE RAILWAYS TAPERED TAPERS BRIDGEMILL BARGOWER PRESTON UK Proc. Instn Cic. Engrs...

... is strongly dependent on the initial stress distribution. kernels for the evaluatioonf interior stresses dilatation of solid skeleton strain tensor of solid skeleton porosity of soil acceleration due to gravity water depthat slope base water depthat slope top wave height J- 1 wave numbers permeability of soil...

... embedment, rotational instability is not anissue once thepermanent prop is in place. Provided that certain factors are taken into consideration, an analysis using a limit-equilibrium-type stress distribution (which might be used as a basis for outline design) gives bending moments similar to those...

... CLASSIFICATION PARTICLES SIZE DISTRIBUTION PERMEABILITY TRIAXIAL SELF CEMENTATION TRIALS CBR CALIFORNIA BEARING RATIOS STABILITY AGGREGATES UNBOUND GRANULAR FERRYBRIDGE B UK Proc. Instn Ciu. Engrs, Part 1, 1991, 90, Oct., 993-1009 PAPER Furnace bottomash:its engineering properties...

...H DUEN; D HO; H L CHI; C H LIU; BS 5400 © Thomas Telford and ICE 1991 HONG KONG UNIVERSITY MANCHESTER UNIVERSITY TEMPERATURE DISTRIBUTION CONCRETE BRIDGES DECKS UNSURFACED MONITORING MATHEMATICAL MODELS ONE DIMENSIONAL HEAT FLOW CALIBRATION THERMAL INFLUENCE FORMS...

...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...

...? Details are given of the measured depth-averaged velocity distributions and exchange coeff- cientsforaphysicalmodelofasquare harbour withasingleasymmetricentrance.The model was based on typical harbour shapes in the USA and the UK; the tidal conditions were typical of those in the UK. For these tests...

...D S PRAKASH RAO; D S P RAO; S P SHARMA; G C MAYS; A E VARDY; D S P RAO © Thomas Telford and ICE 1991 STEEL CONCRETE COMPOSITE GIRDERS EPOXY BONDING ADHESIVES SELECTION SURFACES PREPARATION STRESS DISTRIBUTION ANCHORAGES NON DESTRUCTIVE TESTING DURABILITY BRIDGES Proc...

...P R KNOWLES; BS 5950 © Thomas Telford and ICE 1991 PETER KNOWLES CASTELLATED BEAMS HISTORY METHODS STEEL CONSTRUCTION CALCULATIONS LOADS CARRYING CAPACITY DEFLECTION CASTELLATION INVENTIONS ELASTIC PLASTIC INTERACTIVE DESIGN CHARTS STANDARDS STRESS DISTRIBUTION...

... to determine the rate of energy dissipation. The rate of sediment transport at a point is related to the dissipation. Given the distribution of energy dissipation between the initial break point of the wave and the shoreline, thedistribution of the sediment transport and the total transport rate canbe...

...J J J CHEN; A D ACKLAND © Thomas Telford and ICE 1990 AUCKLAND UNIVERSITY CORRELATION LAMINAR TRANSITIONAL TURBULENT FLOW FRICTION FACTORS CONTINUOUS EQUATIONS REGIMES INTERMITTENCY REPRESENTATION APPROXIMATION PROBABILITY DISTRIBUTION CALCULATIONS Proc. Instn Ciu...

...KA ANDAM; BS 6399 © Thomas Telford and ICE 1990 KUMASI SCIENCE & TECHNOLOGY UNIVERSITY LIVE LOADS STUDIES BUILDINGS GRAVITY SURVEYS OFFICES MODELS STOCHASTIC MODELLING DOMESTIC SUSTAINED EQUIVALENT UNIFORM DISTRIBUTION STANDARDS EFFECT GHANA AFRICA Proc...

...RH SCOTT; PAT GILL © Thomas Telford and ICE 1990 DURHAM UNIVERSITY TIME DEPENDENT DISTRIBUTION STRAIN BONDS STRESS TENSION REINFORCEMENT SPECIMENS TESTS CONCRETE RODS PRISMS SUSTAINED LOADS CYCLIC ELECTRIC RESISTANCE GAUGES MEASUREMENT LONGITUDINAL BEHAVIOUR...

... LABORATORIES FLUMES DISTRIBUTION COMPONENTS FLOW SEPARATION HARMONIC Proc. Instn Ciu. Engrs, Part 2,1990,89, June, 143-162 PAPER 9494 WATER ENGINEERING GROUP Circumferential pressures on a fixed vertical cylinder in waves A. G .L. BORTHWICK, BEng, PhD, MICE, MIMarE, MIWEM* D. M. HERBERT, BSc, MSc, PhD...

...BK DOUGHERTY © Thomas Telford and ICE 1990 DURBAN WESTVILLE UNIVERSITY STABILITY BEAMS COMBINED GRAVITY LOADING LOADS APPLIED ENDS MOMENTS ELASTIC BUCKLING CENTRAL POINTS UNIFORM DISTRIBUTION METHODS DESIGN CHARTS Proc. Instn Ciu.Engrs, Part 2,1990,89, June, 241...

...G D MATTHEW; COLEBROOK WHITE FLUIDS FRICTION ROUGH VELOCITY EQUATIONS MECHANICS SMOOTH CONSTANTS DISTRIBUTION PIPES TRANSITION EXPRESSION Proc. Instn Cio. Engrs, Part 2,1990,89, Mar., 3 9 4 5 PAPER 9481 WATERGERNOGUIPNEERING The Colebrook-White equation-an oft cited result...

...WJ DICKENS; IH BENSTED; RN CRAIG; LO WILD; WJF RAY; JP RANCE; T BULMER; P COOLEY; SG TOMBS; A BIRTLES; R MUTSUDDI © Thomas Telford and ICE 1990 THAMES WATER WATER RING RINGS MAINS TUNNELLING PROJECTS TUNNELS FLOW TECHNIQUES WATER SUPPLY DISTRIBUTION COMPUTERS CONTROL...

...KHM ALI; MM MENDIS © Thomas Telford and ICE 1989 LIVERPOOL UNIVERSITY EFFECT BENDS BEDS SUPERELEVATION FLOW RIGID OPEN CHANNELS RESEARCH HIGH RADIUS WIDTH RATIOS WATER DEPTH EFFLUENT TREATMENT WORKS PERIPHERAL VELOCITY DISTRIBUTION CONFIGURATION UNEVEN METHODS...

... and port basins, and possible damage to flora and fauna, are also largely related to the wave climate because it is likely to be most significantly changed after the construction of theport. Therefore, a detailed knowledge of the wave distribution is required to find the best possible alignment of port...