...K L COLE; P C NEAL; BLONDIN SRI LANKA CEYLON ASIA © Thomas Telford and ICE 1991 SIR ALEXANDER GIBB BALFOUR BEATTY EDMUND NUTTALL VICTORIA PROJECT CONSTRUCTION DAMS COUNTRIES DEVELOPING TROPICS PLANNING CONTROL PROJECTS MANAGEMENT RIVERS DISCHARGES REGIMES...

...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...

...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 JURUTERA KONSULTANT PIPES SKIN FRICTION LAWS UNIVERSAL TURBULENT FLOW LAMINAR REGIMES TRANSITION COMPUTERS REYNOLDS NUMBERS APPLICATIONS © Thomas Telford and ICE 1984 Proc. Instn Ciu. Engrs, Part 2, 1984,77, Mar., 4 3 4 8 TECHNICAL NOTE 399 A pipe...

... 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...

...P NOVAK; S BRIERLEY © Thomas Telford and ICE 1983 NEWCASTLE UNIVERSITY EFFECT FLOW CHANNELS VARIABLE STREAMS MORPHOLOGY DISCHARGES EXPERIMENTS MATHEMATICS MODELS RIVERS REGIMES CATCHMENTS LABORATORIES BEDS LEVELS Proc. Instn Civ.Engrs, Part 1, 198374, Feb., 176180...

... INVISCID VORTICES ALTERNATIVE ANGULAR POSITIONS SEPARATION POINTS NUMERICAL PLANE BOUNDARIES THEORY PREDICTION VALUE EMPIRICAL REGIMES TRANSITION BOUNDARY LAYERS TURBULENCE SEABED INVESTIGATIONS BLUFF BODIES EQUATIONS NON LINEAR DVM VELOCITY POTENTIAL COMPLEX UNIFORM VORTICITY...

... analysiiss described. The method is based on the percentage of the annual number of floods above a given return period occurring in each month. Regional variations in seasonal regime are identified and related tocontrollingfactors of stormrainfallandsoilmoisture. Based onthisanalysis, seasonal flood risk...

...MJ HALL SIR WILLIAM HALCROW DIMENSIONLESS URBANISING CHANGE REGIMES DURATION CHARACTERISTICS DRAINAGE FUNCTIONS IMPERVIOUS COMPUTERS TIME EXCESS BASEFLOW CALCULATIONS UNITS CATCHMENTS FLOW URBAN PARAMETERS DEVELOPMENT RESPONSES BASINS STUDIES MANUAL RAINFALL...

... RIVERS LOCKS REGIMES LOCAL ACCELERATION FILL BELLMOUTHS STACKING SURCHARGING FENDERS SHIPS PILES STEEL TUBULAR IMPACT BUILDINGS DEMOLITION TRAFFIC PORTS DEEP SEA SITES GEOLOGY HYDRAULICS DREDGING CLIENTS GRAVEL CHALK SHEET WALLS CRANES RAILS TRACK INSTRUMENTATION TESTS...

...AR WALLIWELL; PC MACHEN © Thomas Telford and ICE 1981 HERIOT WATT UNIVERSITY NEWCASTLE UNIVERSITY SHORT WAVES HEIGHT TESTS EXPERIMENTAL REGIMES DESIGN SURGES CRESTED WATER INTERACTION METHODS INVESTIGATIONS DEPTH BEHAVIOUR DESIGN DATA STORMS Proc. InstnCiu. Engrs...

...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 NUMERICAL SIMULATION CHANNELS TIDES METHODS CHARACTERISTICS SPACES COASTS REPRESENTATION EFFECT DEAD BARRAGES REGIMES EQUATIONS HIERARCHY LINEAR MODELS NON LINEAR FINITE DIFFERENCE NODES DISPLACEMENT NODAL ACTION BOUNDARIES ENTRANCES...

...DIH BARR; MK ALAM; A NISHAT; FROUDE © Thomas Telford and ICE 1980 STRATHCLYDE UNIVERSITY BANGLADESH UNIVERSITY REGIMES THEORY CHANNELS GEOMETRY DATA TRAPEZOIDAL SIDES RIGID LABORATORIES WIDTH DEPTH NON DIMENSIONAL LOG NORMAL SURFACE SLOPES NUMERICAL CORRELATION...

...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 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 SPRINGS KENYA AFRICA © Thomas...