...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...

... and continuous contact with a homogeneous half-space is examined for symmetric and antisymmetric static applied loading. The integral relationships required to define completely the plate flexure are established by means of Fourier transforms; and, possibly for the first time, closed-form expressions are derived...

...N TAYLOR; P HIRST FLEXURAL CURVATURE BENDING THEORY STUDENTS UNDERGRADUATES MOMENTS EXPRESSION Proc. Instn Ciu.Engrs, Part 2, 1984,77,Sept., 399400 SYNOPSIS OF TECHNICAL NOTE 424 Regarding flexural curvature N. TAYLOR, BTech, MSc, PhD* P. HIRST, BSct The theory of Simple Bending...

... EXPERIMENTS QUALITY ECONOMICS COSTS EXPRESSION ARBITRARY DENSITY MODULUS OPC PORTLAND ORDINARY TROPICAL CLIMATE PROCEDURE PAKISTAN ASIA EUROPE Proc. Instn Ciu. Engrs, Part 1, 1982,72, Aug., 355-366 New method for proportioning concrete mix 1. H. HAMDANI,BSc* The new method...

... SMALL SCALE EFFLUENT OXYGEN CALCULATIONS PATTERNS FIRST ORDER CONDITIONS BACTERIAL ORGANISMS TEMPERATURE EQUATIONS STABILISATION AREAS PILOT TREATMENT ORGANIC DRUMS MEASUREMENT DEMAND REMOVAL EXPRESSION CONSTANT OPTIMUM PATHOGENIC FACTORS BOD BIOLOGICAL NIGERIA AFRICA...

... EXPRESSION INITIAL POST YIELD COEFFICIENTS MATRICES MATRIX TESTS JOINTS SUBASSEMBLAGES SPECIMENS ROSETTES YIELD BEAMS BEHAVIOUR INTERSECTIONS TUBES STEEL PREDICTION ELASTIC RANGE PLASTIC FRAMES INVESTIGATIONS INTERIOR WELDED STRAIN WEBS LEVELS STIFFNESS Proc. lnstn Cio.Engrs...

... determined from field data with those given by both theoretically based and empirical expressions. Five estuaries with differing hydrodynamic characteristics are considered for which good quality field data are available. It is concluded that the expressions which are considered in the Paper can provide...

... CONTINUOUS EXPRESSION STRESS LAW INTERFACE SPEED REGIMES BOUNDARIES SMOOTH GROWTH VALUE DEVELOPING VELOCITY SKIN Proc. Instn Cio. Engrs, Part 2, 1978, 65, Dec., 929-933 TN 202 Universal wind stress and surface roughness laws a t the air-sea interface S. H. CHUE, BE, BSc(Specia1). PhD' A wind...

... YV A R I E D FLOW EQUATION whichtheaspect ratio b/h wasnotzero. Theareaandthe hydraulicradius were expressed in terms of the wetted perimeter and the resulting equation was integrated to give the profile distance X in terms of h, ha,p . and K. However, the resulting integral does not resemble...

...RHG PARRY © Thomas Telford and ICE 1978 CAMBRIDGE UNIVERSITY STABILITY LININGS LEAKAGE MATERIALS SAFETY STRENGTH PRESSURE DRAWDOWN LEVELS MEASUREMENT CLAYS CONTROL GRANULAR EXPRESSION EFFECTIVE PARAMETERS CONDITIONS THICKNESS THEORY SOILS CHANNELS WATER...

...,bendingandshear.Using the skew bending theoretical approach, expressions are developed which are in good agreement with these experimental results, producing a mean ratio of experimental to theoretical value of 1.06 and a coefficient of variation of 8.6%. The theory is also compared with experimental results of Reeves...

...A KUMAR Proc. Instn C h . Engrs, Part 2, 1978, 65, June, 439-453 TN 189 Quasi-rough pipes with transverse roughness A. K U M A R , EE(Poona). DHE(Delft)* A simple mathematical model based on the logarithmic velocity profile, with the origin expressed to include the varying influence of roughness...

... 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...

...MJ COOPER; LH MARTIN © Thomas Telford and ICE 1977 LANCHESTER POLYTECHNIC COVENTRY ASTON UNIVERSITY PRESTRESSED TORSION EXPERIMENTS SINGLE POINT SKEWED EXPRESSION COMBINED MODES SURFACES PREDICTION CONCRETE BENDING RECTANGULAR SKEW METHODS ULTIMATE CONDITIONS...

... and the influence of roughness elements on turbulent flow through circular pipes with part smooth, part rough walls. Experimental data on velocity distribution and frictional head loss have been used to derive expressions for surface characteristics of pipes with uniform and non-uniform wall roughness. Surface...

... apexhinge. As a first step in the analysis procedure,general formulaeareobtainedforthe vertical andhorizontal displacements SA, and S, of the apex of a three-pinned circular arch under unit horizontal and vertical loads. Expressions for apexdisplacements of three-pinnedcircular arch 11. MakowskiandGogatel...

... are to be congratulated upon their attempts to establish a practical expression for the location of a hydraulic jump and to devise rationalmeans of evaluating the coefficients of velocity and contraction. 83. Regarding the modified coefficientof contraction ( y o- S-6) in 0 14 et seq. this seems to assume...

...A COULL; P C DAS; FOURIER © Thomas Telford and ICE 1967 STRATHCLYDE UNIVERSITY SOUTHAMPTON UNIVERSITY ANALYSIS CURVED BRIDGES DECKS SLABS DEFLECTION SERIES LOADS EXPRESSION MOMENTS TESTS MODELS FORCES SHEAR CIRCULAR CURVES CONCENTRATED RADIAL ISOTROPIC INFINITE...

...A G DAVENPORT © Thomas Telford and ICE 1961 WESTERN ONTARIO UNIVERSITY APPLICATIONS STATISTICS WIND LOADING STRUCTURES LOADS RESPONSES GUSTS TURBULENT ELASTIC FLOW FLUCTUATION PROPERTIES VELOCITY SPECTRA GUSTINESS TIME SERIES STATIONARY EXPRESSION Paper No. 6480...