...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...

... for the more novel problem of multi-strand rope axial stiffness estimation, which varies as a function of axial load perturbation/mean ratio. The match between axial stiffness predictions on a 40mm 0.d. ropeand available experimentadlata is encouraging. Numerical results for some realistic cable constructions...

... from an area with such sparse records. However, some points need to be clarified. 53. In the Notation, the definition of Q requires some modification to agree with that given in Q 6. Would the Author not agree that there are advantages in relying on the median value rather than the arithmetic mean...

... the significance and analyosfisthe results and the possible reasonfosr the reductionin strength. 54. The Authors have compared two sets of experimental data using notional characteristic values and not mean values. In the revision to C P 110 (BS 811010) the valuesfor theshearresistance, U,, are based on mean...

...JE HANNA; DN WILCOCK; RB BULMAN Proc. InstnCiu. Enyrs, Part 2, 1985,79, Dec., 749-751 DISCUSSION ON PAPER 8806 The prediction of mean annual flood in Northern Ireland J. E. Hanna andD. N. Wilcock R. B. Bulman, Consultant The Authors have made out a good case for eliminating S T M F R Q from...

...JE HANNA; DN WILCOCK ULSTER UK Proc. lnstn Ciu. Engrs, Part 2, 1984,77, Dec., 4 2 9 4 4 PAPER 8806 WATER ENGINEERING BOARD The predictionof mean annual flood in Northern Ireland J. E. HANNA, MPhil* D. N. WILCOCK, BA, PhD? The 6-variable equation derived by the Natural Environment...

... FINITE DIFFERENCE EFFECT EARTH ROTATION BEDS FRICTION SURFACE WIND STRESS TURBULENCE EXCHANGE MIXING TIDES CONCENTRATION DEVIATION MEAN RESEARCH LATERAL EFFICIENCY INFILL GEOMETRY TIME VARIATIONS DIFFERENTIAL INITIAL CONDITIONS BRIDGES RECLAMATION EMBANKMENTS VELOCITY DEPTH...

... the plotting positionis +of the form p = (i - an 1 - 2a) with no more justification than priorusage. It wouldhavebeenmorereasonabletomaintaintheassumption of linearity, for which no proof is offered but which can easily be demonstrated, and then to base the formula on two mean values, the highest...

... grouped around their mean and the differences in ash quality are reflected in the economics of achievingagivenstrengthinterms of the cementsaved and ash used. Increasing the curing temperature benefits the strength development of OPC/pfa concrete more than OPC concrete, although for both the optimum...

...BS PANI; RN DASH Proc. Instn Civ. Engrs, Part 2, 1983,75,Dec., 735-749 TECHNICAL NOTE 376 Three-dimensional wall jets frommultiple outlets B. S. PAN1 PhD* R. N. DASH PhD? The available equations for three-dimensionalfree jets can be modified to predict the mean flow characteristics of three...

...RHJ SELLIN © Thomas Telford and ICE 1983 BRISTOL UNIVERSITY WESSEX WATER AUTHORITY SEWERS ADDITIVES POLYMERS DOSING DRAG REDUCTION ECONOMICS OVERLOADING DISCHARGES CAPACITY PERMANENT STATIONS INSTRUMENTATION FOUL PRELIMINARY TESTS FLOW MEAN VELOCITY WEATHER DRY...

... CABLES TRANSVERSE MEAN AXIAL EXPERIMENTAL STUDIES SUSPENSION BRIDGES CABLE STAYED DESIGN HANGERS REDUCTION FACTORS STEELWORK SAFETY VALUE TESTS SPECIMENS INTERNAL DAMPING LIFE INSULATORS VIBRATIONS Proc. InsfnCiv. Engrs, Part 2, 1983,75, Mar., 35-48 PAPER 8605 Fatigue...

... EVAPOTRANSPIRATION EQUATIONS SATURATION DEFECTS HUMIDITY CALCULATIONS METHODS MEAN CATCHMENTS GROWTH DESIGN GEOLOGY VOLCANIC SEDIMENTS RUNOFF RECORDS RATING CURVES DISCHARGES SUMATRA INDONESIA ASIA Proc. Instn Ciu. Engrs, Part 2,1982,73,Dec., 829-835 8528 DISCUSSION Aspects...

... SUPERCRITICAL TOES TESTS QUASI POTENTIAL REGIONS DEPTH CONSTANT OUTLETS LATERAL DISCHARGES HYDRAULIC JUMP BEDS SEPARATION WAVES PATTERNS VELOCITY PROFILES MEAN CHARACTERISTICS TWO DIMENSIONAL CLASSICAL STREAMS IMPINGEMENT CONFIGURATION RESEARCH HORIZONTAL CHANNELS PLANE FORCED...

... CLIMATE MEAN LEVELS THEORY EXPERIMENTS RESEARCH BRISTOL CYLINDERS MOTION SPECTRUM ESTIMATING FREQUENCY SENSORS DAMPING ENDS CAPTURE EFFICIENCY FORCES INTERACTION PARTIALLY RESONANT SPRINGS SUBMERGENCE EFFECT LIMITING RODE CONSTRUCTION MOORINGS POWER CONVERSION UNITS...

...DR ARCHER; RB BULMAN © Thomas Telford and ICE 1982 SEASONAL FLOODING ASSESSMENT FLOODS RISKS VARIATIONS ALTITUDE RAINFALL CORRELATION PARTIAL DURATION SERIES SEASONS MEAN ANNUAL ANALYSIS METEOROLOGY HYDROLOGY ESTIMATES CATCHMENTS UK Proc. Instn Cio. Engrs, Part...

... PRESSURE COEFFICIENTS VELOCITY TYPHOONS CODES PRACTICE VALUE MEAN HONG KONG HONG KONG CANADA UK Proc. lnstn Cio. EngrsP, art 2, 1982,73, Sept., 653-666 8560 Assessment of wind loadionng the claddings of high-rise buildings R. P. LAM, BSc(Eng), PhD, MICE, MIStructE* c.L. H. LAM, BSc...

...AB GEORGE © Thomas Telford and ICE 1982 PEEL & FOWLER FLOODS WATERWAYS BRIDGES RAINFALL INUNDATION DAMAGE HIGH ENERGY FLOW MAGNITUDE CATCHMENTS RECORDING MEAN ANNUAL STANDARDS DESTRUCTION AREAS DESIGN RISKS RUNOFF UPLAND STUDIES REPORTS HYDROLOGY RETURN...

...R P LAM; L C H LAM © Thomas Telford and ICE 1981 HONG KONG UNIVERSITY MEAN DISTRIBUTION COMPARATIVE WIND TUNNELS BLUFF SIMULATION EFFECT COEFFICIENTS WIND TALL MULTI STOREY HIGH RISE STUDIES MODELS OPEN STATIC VELOCITY PRESSURE BUILDINGS FULL SCALE EXPERIMENTS...

...PJL WYLLIE; GR THORPE; NC OXLEY; GA BURROW © Thomas Telford and ICE 1981 HIGHWAYS HYDROLOGY MOTORWAYS DISCHARGES RURAL AREAS BANK FULL WATERCOURSES CAPACITY DRAINAGE COUNTRIES DEVELOPING CATCHMENTS DESIGN FLOODS FLOW RUNOFF EXPERIMENTS DATA TREATMENT RAINFALL MEAN...