... HYDRAULICS FLOW CHAMBERS GEOMETRY MODELS MATHEMATICS EQUATIONS PARAMETERS RATIOS THROTTLE INFLOW HEIGHT WEIRS CREST LINEAR TAPERS BEDS SLOPES ROUGHNESS COEFFICIENTS WIDTH Proc. Instn Civ.Engrs, Part 2,1989,87, June, 175-193 PAPER 9376 WATERGERNOGUINP EERING Charts for the hydraulic...

...D I H BARR; M M DAS; MANNING © Thomas Telford and ICE 1986 STRATHCLYDE UNIVERSITY ASSAM ENGINEERING COLLEGE EQUATIONS NORMAL DEPTH DISCHARGES CHANNELS RESISTANCE FREE CONFIGURATION BOUNDARIES ROUGHNESS SOLUTIONS DIRECT FLOW SURFACE NUMERICAL RECTANGULAR GRAPHICAL...

...JA PERKINS; IM GARDINER © Thomas Telford and ICE 1985 HYDRAULICS RESEARCH LTD HYDRAULIC ROUGHNESS SEWERS SLIMING EXPERIMENTS EFFECT RIGS EXPERIMENTAL PIPES MATERIALS CONSTRUCTION SEWAGE PUMPING WORKS VALUE DESIGN FOUL SEWERAGE HYDROGRAPHS MEASUREMENT RESEARCH...

... ROUGHNESS Proc. Instn Civ. Engrs, Part 2,1982,73, June, 465472 Rating curves for rivers with overbank flow D.A. ERVINE, BSc, PhD, M I C E , M I W E S * J. 1. BAIRD, BSC% Notation area of channel section area of flood plain section on one side of the channel width of channel section width of flood plain...

... MONITORING BEDS FORMS ROUGHNESS STRUCTURES GRAVEL WAVES FLUTES ESTIMATES PEAK SHEAR STRESS LEVELS LOCATION TRANSPORT OFFSHORE BARS SPITS RIVERS CONFLUENCES MARINE GEOPHYSICS HYDROGRAPHY METHODS SEABED SUSPENDED SEISMIC REFLECTION PROFILING ECHOES SOUNDING SONAR MEASUREMENT...

... CONDITIONS BOUNDARY VALUES PROGRAMS PROFILES SURGES BARRIERS WATER SOLUTIONS DRY BURSTS FINITE DIFFERENCE SYSTEMS DOWNSTREAM CONTAINERS FUNCTIONS TURBULENT ROUGHNESS OBSERVATIONS EXPERIMENTAL INITIAL DEAD COMPUTERS REMOVAL SHALLOW BODIES EQUATIONS BEDS PROCEDURE MOBILE PLANE...

...DIH BARR; COLEBROOK WHITE © Thomas Telford and ICE 1981 STRATHCLYDE UNIVERSITY SOLUTIONS RESISTANCE FLOW ROUGH ROUGHNESS VALUE MEAN UNIFORM SMOOTH LOGARITHMS EQUATIONS DIAMETER VELOCITY FUNCTIONS TURBULENT LAW TREATMENT APPROXIMATION DISCHARGES Proc. Instn Ch...

...CR SHAH; SH CHUE © Thomas Telford and ICE 1981 WAVES UNIVERSAL ROUGHNESS LARGE MAGNITUDE RUN UP SLOPES STEEPNESS SMALL FORMULAE EFFECT SMOOTH EQUATIONS Proc. Instn Civ. Engrs, Part 2, 1981, 71,June, 635-636 TN 274 DISCUSSION Wave run-up formula of universal applicability S...

...DIH BARR; REYNOLDS; J ALLEN; COLEBROOK WHITE © Thomas Telford and ICE 1980 QUEEN MARY COLLEGE TRANSITION FLOW REYNOLDS NUMBERS EQUATIONS LAMINAR METHODS PIPES TURBULENT ROUGHNESS Proc. Instn Ciu. Engrs, Part 2, 1980,69, Dec., 1075-1076 TN 260 DISCUSSION The transition from...

... 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...

....'sThroughout,the rough turbulent Chezy or Manning resistance formulae have been adopted. Reflections of 'the front wave have not been studied. Written discussion closes 15 August, 1980, for publication in Proceedings, Part 2. * Department of Civil Engineering, University of Strathclyde. t Jorhat Engineering...

...DA ERVINE; E MCKEOGH; EM ELSAWY EFFECT RATE PLUNGING CIRCULAR RELATIVE DISTURBANCE PROPORTIONS HYDRODYNAMICS ROUGHNESS MECHANISMS TURBULENT STRUCTURE TURBULENCE AIR WATER VELOCITY BREAK UP GROWTH PREDICTION UNDULATIONS AERODYNAMICS APPARATUS FLOW INTENSITY ENTRAINMENT...

... PREDICTION INTERFACE EFFECT STRUTS FRAMES METHODS PANELS MODIFIED PARAMETERS SINGLE MODELS MULTIBAY PROPERTIES ROUGHNESS GAPS Proc. Ins111Ciu. Engrs, Part 2, 1978, 65,Dec., 749-760 8145 The analysisinofillferdames using finite elements A procedure based on the finite element methodfor...

...SH CHUE 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 stress lawcapable of givingthe wind stress coefficientat arbitrarywind speeds is proposed. This law is valid...

...A KUMAR QUASI ROUGH ROUGHNESS MODELS PROFILES FLOW EXPRESSION RESISTANCE GRAINS EQUATIONS WALLS TRANSITIONAL PIPES SIMPLE LOGARITHMIC INFLUENCE EXPERIMENTAL ORIGINS CHARACTERISTICS NATURAL HYDRAULIC REGIMES FORMULATION TRANSVERSE MATHEMATICS VELOCITY ELEMENTS DATA...

...SN GHOSH; LK MISRA © Thomas Telford and ICE 1977 INDIAN INSTITUTE OF TECHNOLOGY FREQUENCY SHEAR OPEN RESISTANCE ROUGHNESS EVALUATION DISTRIBUTION EFFECT CHANNELS EXPERIMENTS DATA PARAMETERS BOUNDARIES NON UNIFORMITY FLOW SHAPE EXPERIMENTAL Proc. Instn G o . Engrs...

...N HOGBEN; G WARD; LH CARPENTER; BL MILLER; JR MORISON; JW SEARLE; GH KEULEGAN © Thomas Telford and ICE 1977 NATIONAL MARITIME INSTITUTE BRITISH SHIP RESEARCH ASSOCIATION ESTIMATING OFFSHORE DATA FORMULAE DIFFRACTION MONOLITHIC ROUGHNESS KINEMATICS STRUCTURAL IMPACT...

...A KUMAR; REYNOLDS; DIH BARR; NIKURADSE STRATHCLYDE UNIVERSITY FLOW QUASI ROUGH FUNCTIONS REYNOLDS NUMBERS PIPES TRANSITION TIGHTNESS CURVES CIRCULAR CONTROL ROUGHNESS NUMBERS © Thomas Telford and ICE 1977 Proc. Instn Civ. Engrs, Part 2, 1977, 63,Sept., 715-120 7956...

... CONDITIONS MODELS FIELD INVESTMENT TROPHIES ROADS OPERATING COUNTRIES COMPUTERS MAINTENANCE PERFORMANCE USERS ROUGHNESS DEPTH TRANSPORTATION FUEL EFFECT SURFACES ESTIMATING OIL TRANSPORT CONSTRUCTION STUDIES LIFE UNPAVED DETERIORATION CRACKING TRAFFIC RESEARCH CONSUMPTION...

...SIR T FOY; FG CHARLTON © Thomas Telford and ICE 1976 HYDRAULICS RESEARCH STATION INSTANTANEOUS RIVERS ROUGHNESS REGIMES ALLUVIAL EQUATIONS CHANNELS VELOCITY SEDIMENTS INDUS PAKISTAN INDIA ASIA Proc. Znstn Cio. Engrs, Part 2, 1976, 61, Dec., 801 Synopsis...