... FLOODS CHARACTERISTICS GROSS EFFECT INCREASES VERIFICATION DATA NUMERICAL HYDRODYNAMICS WATER QUALITY LONG TERM RESEARCH IDEALISED GEOMETRIC KINEMATICS EXPERIMENTS ANALYSIS PROCEDURE THEORY NON DIMENSIONAL UK USA UNITED STATES © Thomas Telford and ICE 1991 BRADFORD...

... Appendix 1) in order to determine the non-dimensional parameters which govern the dilution of Written discussion closes 15 November 1991;for further details see p. ii. * Consultant, Hydraulics Research Ltd, Wallingford. 435 ANWAR Fig. I . Experimental site and outfall location 436 Study area SURFACE PLUME...

...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...

... of the results from four short reaches shows that the model parameters exhibit a sensible relationship with river discharge and, moreover, that they can be combined in a simple, non-dimensional ratio which remains essentially constant for each reach over the complete range of discharges encountered during...

... SIZE MAINTENANCE PERFORMANCE FLOW CIRCULATION SHEAR INDUCTION ACTION RINGS BAFFLES CONDITIONS NON DIMENSIONAL SPECIFICATIONS INLETS URBAN AREAS EXPERIMENTS FACTORS OUTLETS SUBMERGED FREE RING CASTELLATED CONTROL REVERSE DEVICES DEAERATION MOVEMENT MATERIALS SEDIMENTS...

... OPEN CONDUITS TRAPEZOIDAL CIRCULAR ERRORS DESIGN METHODS TRANSFORMS NON DIMENSIONAL VARIABLES Proc. Instn Cio. Engrs, Part 2,1986,81, Sept., 315333 PAPER 8955 WATERGERNOGUIPNEERING Direct solutions for normal depth using the Manning equation D. I. H. BARR, BSc, PhD, DSc, FEE...

... CHARTS PREDICTION EXPERIMENTS EQUATIONS PARAMETERS NON DIMENSIONAL COLLAPSE MODES COLUMNS SHEAR INTERACTION STOREYS SINGLE STOREY INFILL Proc. Instn Cio. Engrs, Part 2,1984, V , Sept., 361-311 TECHNICAL NOTE 412 Plastic design of infilledframes c.T. LIAUW, DIC,FHKIE,FICE,PhD* K. H. KWAN...

... assemblies. The total sway index and maximum storey sway index are expressed as equations,and graphically, as functions of two non-dimensional structural parameters. The structure may consist of shear walls, coupled shear walls, rigid frames, braced frames or combinations of these, provided the structure...

... COEFFICIENTS EVALUATION INTERACTIVE NON DIMENSIONAL SECTIONAL REINFORCEMENT SIMPLE CONCRETE METHODS UNIFORM PLATES INERTIA TESTS ISOTROPIC PROCEDURE STRENGTH PREDICTION EXPERIMENTS INDIA Proc. lnstn Ciu. Engrs, Part 2,1981, 71, June, 323-339 8439 Short-timedeflexionsof simplysupported...

... FLUMES FLOW ROUGHNESS SEDIMENTS TRANSPORT RATES SAND EXPERIMENTS NON DIMENSIONAL PERFORMANCE FRICTION FACTORS RATIOS Proc. Instn Civ. Engrs, Part 2, 1980, 6 9 , Sept., 737-150 8357 Thferictionaclharacteristicoasflluvial streams: a new approach W. R. W H I T E , BSc. PhD, MICE* E. PARIS...

...-sectional geometry are less important.There was indication that alog-normal relation held between non-dimensional width and nondimensiondael ptTh.he combination of the new laboratory data with existing data, particularly from prototype scale canals and rivers, allowed analysis of the cross-sectional...

...GJ TURVEY LARGE DEFLECTION PRESTRESSED PRESTRAINED CIRCULAR MEMBERS DYNAMICS RELAXATION METHODS AXISYMMETRIC RESPONSES UNIFORM LOADS INITIAL STRESS RESULTANTS NON DIMENSIONAL LATERAL PRESSURE RANGE REGIMES STIFFNESS EQUATIONS SOLUTIONS TECHNIQUES Proc. Instn Ciu...

...DIH BARR; O REYNOLDS STRATHCLYDE UNIVERSITY TURBULENT FLOW RESISTANCE FORMULAE NON DIMENSIONAL CHANNELS LAMINAR METHODS DESIGN REYNOLDS NUMBERS LAWS PIPES DIAMETER VELOCITY WATER TEMPERATURE SMOOTH ROUGH Proc. Imfn Civ. Engrs, Part 2, 1979,67, Sept., 743-750 8227...

...A KUMAR; CHEZY SHEFFIELD CITY POLYTECHNIC VARIED HORIZONTAL ADVERSELY DIFFERENTIAL OPEN FRICTION CLOSED FORM NUMERICAL NON DIMENSIONAL BEDS TABLES SURFACE CHANNELS RECTANGULAR PARABOLIC INTEGRATION EQUATIONS LOSS DEPTH METHODS SIMPLIFIED PROFILES SLOPING TRAPEZOIDAL...

...GJ TURVEY; LEVY; HUBER MISES © Thomas Telford and ICE 1978 LANCASTER UNIVERSITY LOADS PLATES BOUNDARIES DEFLECTION YIELD NUMERICAL FORMS SUPPORTS INFLUENCE RECTANGULAR UNSYMMETRIC CONDITIONS EQUILIBRIUM NON DIMENSIONAL DISTRIBUTION CLAMPED LATERAL LEVY SIDES...

... EXPRESSION MAXIMUM MODELS COMPLEX ELASTIC SYSTEMS PARAMETERS ACTION ANALYSIS SUPPORTS LOADS SPANS NON DIMENSIONAL APPROXIMATE GOVERNING TESTS © Thomas Telford and ICE 1977 Proc. lnstn Civ. Engrs, Part 2, 1977, 63,June, 377-391 7936 Thceomposite behaviour of elastic wall-beam systems...

... EXPERIMENTS STRESS MOMENTUM TRAPEZOIDAL THEORY DEPTH FRICTION EXPERIMENTS PROFILES DOWNSTREAM SOLUTIONS PROCEDURE SURFACE NON DIMENSIONAL Proc. Instn Ciu. Engrs, Part 2, 1977, 63,Mar., 203-214 TN 153 Hydraujluicmtripnaspezoidal and triangular channels Theoretical relations between the initial...

...A ANDERSON Proc. Instn Cio. Engrs, Part 1, 1975, 59, Sept., 542 7839 SYNOPSIS Non-dimensional equations for computations in hydraulic transients A. ANDERSON, BSc(Eng)* Although it is conventional to reduce governing equations to non-dimensional form before solutionof problems concerningmass...

...P P CHRISTIANO; P C RIZZO; S J JARECKI © Thomas Telford and ICE 1974 CARNEGIE MELLON UNIVERSITY E D APPOLONIA PITTSBURGH WESTINGHOUSE ELECTRIC WESTINGHOUSE COMPLIANCE SYSTEMS STIFFNESS PROPERTIES ENERGY SOLUTIONS NON DIMENSIONAL HORIZONTAL RIGID FINITE ELEMENTS...

...B STAFFORD SMITH; KMK RAHMAN © Thomas Telford and ICE 1972 SOUTHAMPTON UNIVERSITY VARIATIONS LOADS THEORY STRESS THICKNESS DISTRIBUTION NON DIMENSIONAL WIDTH MODULAR BRICKWORK INVESTIGATIONS INFLUENCE MORTAR BONDS BRICKS RATIOS MAGNITUDE VERTICAL WALLS HORIZONTAL...