...K L COLE; P C NEAL; BLONDIN SIR ALEXANDER GIBB BALFOUR BEATTY EDMUND NUTTALL VICTORIA PROJECT CONSTRUCTION DAMS COUNTRIES DEVELOPING TROPICS PLANNING CONTROL PROJECTS MANAGEMENT RIVERS DISCHARGES REGIMES TEMPORARY WORKS INSTALLATIONS PLANT METHODS EXCAVATIONS...

... spanningall flow regimes is given.It is based on the intermittencyjactor concept and on limited published data for near-smooth brass tubes. To represent the intermittencyfactor, a simple approximation for the probability distribution function has been derived, which should also be useful inother engineering...

...WR WHITE; R BETTESS; WANG SHIQIANG; P ACKERS Proc. Instn Ciu.Engrs, Part 2, 1988,85, Sept.5,77-581 DISCUSSION ON PWA9A1P5TE3ERR ENGINEERING GROUP Frictional characteristicsof alluvial streamsin the lower andupper regimes W. R, White, R.Bettess and Wang Shiqiang Mr P.Ackers, Consultant...

... PENETRATION TESTS PRE CONTRACT SITE INVESTIGATION CONES ANALYSIS RECORDS DATA CONTRACTS REGIMES SITES ORGANISATION LUBRICATION SYSTEMS PROCEDURE ISLANDS PROTECTION SCOUR MUD DENSITY PREDICTION COLLAPSE CRACKING JAMUNA BANGLADESH ASIA Proc. Instn Ciu. Engrs, Part 1...

...SH CHUE; REYNOLDS PIPES SKIN FRICTION LAWS UNIVERSAL TURBULENT FLOW LAMINAR REGIMES TRANSITION COMPUTERS REYNOLDS NUMBERS APPLICATIONS Proc. Instn Ciu. Engrs, Part 2, 1984,77, Mar., 4 3 4 8 TECHNICAL NOTE 399 A pipe skin friction law of universal applicability S. H. CHUE, BEB, Sc...

... RECORDS RAIN SURCHARGE STORMS CAPITAL MAINTENANCE OPERATION SITES REGIMES INITIAL METHODS POLLUTION TOXICITY RESEARCH WATER AUTHORITIES BRISTOL WESSEX UK Pror. Instn Ciu. Engrs, Part 1, 1983,74, Nov., 997-1006 TECHNICAL NOTE 380 Use of polymer additives to relieve overloaded...

... be necessary before more definite conclusions could be formulated. Mathematical modelling was in progress at Newcastle to determine the effect of the Kielder Reservoir on theRiver Tyne morphology. Some of the approachesthat had been applied to similar problems in the past were use of regime relationships...

... theoretically predicted values are compared with empirical results pertaining to the flow regime before transition of the boundary layer on the cylinder to turbulence. Introduction Submarine pipelines are typically circular cylinders resting on the sea bed. They belong tothe class of bluff bodies thatare known...

...DR ARCHER © Thomas Telford and ICE 1981 NORTHUMBRIAN WATER AUTHORITY FLOODING FLOODS ANALYSIS VARIATIONS RAINFALL MAGNITUDE PEAKS CHARACTERISTICS GAUGED CURVES DURATION SEASONAL RISKS ANNUAL REGIMES SOILS CATCHMENTS THRESHOLD EQUATIONS UNGAUGED CALENDARS SERIES...

...MJ HALL © Thomas Telford and ICE 1981 SIR WILLIAM HALCROW DIMENSIONLESS URBANISING CHANGE REGIMES DURATION CHARACTERISTICS DRAINAGE FUNCTIONS IMPERVIOUS COMPUTERS TIME EXCESS BASEFLOW CALCULATIONS UNITS CATCHMENTS FLOW URBAN PARAMETERS DEVELOPMENT RESPONSES...

... with a total area of 25.5 ha, 8 ha of which was to be on land reclaimed over the soft clay foreshore, subject to considerable settlement. The effect of the development on the local river regime, particularly the lock bellmouth and the Tilbury grain terminal, was investigated and found to be acceptable subject...

.... A further problem of the design method is the question of the suitability of such guidanceas is given inreference 1 for all breaking-wave regimes; it is this aspectwhich isdiscussed in this Paper. 2. The guidance data issued by the US Coastal Engineering Research Centre' assume that the breaking wave...

...DIH BARR; JF RIDDELL; CCS SONG; MK ALAM; MA GILL; MANNING; A NISHAT; CT YANG; FROUDE REGIMES GEOMETRY WIDTH FROUDE NUMBERS METHODS FORMULAE PARTICLES LABORATORIES THEORY CORRELATION DEPTH FLOW STABLE BANKS VELOCITY EXPERIMENTS CHANNELS DISCHARGES RATIOS WATERCOURSES...

... FINITE ELEMENTS ELASTIC MODIFIED YIELD RESULTANTS SIMPLE SIZE ALGORITHMS COMPRESSION GIRDERS EXPERIMENTS MATERIALS PROBLEMS CONVERGENCE GEOMETRY ANALYSIS SHELLS IMPERFECT ELASTOPLASTIC REGIMES FUNCTIONS PLASTIC PROCEDURE DEFLECTION CYLINDRICAL COLLAPSE DIAPHRAGM COMPUTERS...

...JM TOWNSON; ME DAVIES; P MATSOUKIS © Thomas Telford and ICE 1980 STRATHCLYDE UNIVERSITY NUMERICAL SIMULATION CHANNELS TIDES METHODS CHARACTERISTICS SPACES COASTS REPRESENTATION EFFECT DEAD BARRAGES REGIMES EQUATIONS HIERARCHY LINEAR MODELS NON LINEAR FINITE...

...DIH BARR; MK ALAM; A NISHAT; FROUDE Proc. Instn Ciu. Engrs, Part 2, 1980, 69, Sept., 651-670 8322 A contribution to regime theory relating principally to channel geometry D. I. H. BARR, BSc. PhD. FICE* M . K. A L A M , BSc, MSc, PhD? A. NISHAT, BSc, MSc$ Following from the proposition of Barr...

...DIH BARR; REYNOLDS; COLEBROOK WHITE © Thomas Telford and ICE 1980 STRATHCLYDE UNIVERSITY TRANSITION FLOW REYNOLDS NUMBERS TESTS TIME CONTINUOUS LAMINAR NUMERICAL EQUATIONS CALCULATIONS COMPLIANCE RESISTANCE TURBULENT REPRESENTATION REGIMES COMBINED ROUGH Proc...

...A OWEN © Thomas Telford and ICE 1979 INSTITUTE OF OCEANOGRAPHIC SCIENCES EFFECT TIDES CHANNELS TIDAL BARRAGES PERMEABLE TWO DIMENSIONAL NUMERICAL MODELS POWER REGIMES GENERATION EBB ESTIMATES PLANT YIELD ANNUAL SIMULATION AMPLITUDE SLUICES TURBINES BRISTOL...

...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...

...C ERTUNA © Thomas Telford and ICE 1979 TIPPETTS ABBETT MCCARTHY STRATTON FLOW REGIMES SPRINGS WATER SUPPLY CITIES COUNTRIES DEVELOPING PLANNING LONG TERM SHORT TERM GEOLOGY HYDROLOGY STATISTICS PROBABILITY STUDIES ANALYSIS RAINFALL RECORDS MOMBASA MZIMA...