...O P WILLIAMS; R A READER © Thomas Telford and ICE 1991 ROFE KENNARD & LAPWORTH WALLACE EVANS DAMS DESIGN CONSTRUCTION EMBANKMENTS FILTERS ROCKFILL QUARRIES TRANSITION FILL RIPRAP INSTRUMENTATION WATER RESOURCES DEVELOPMENT FOUNDATIONS BORROW AREAS PROBLEMS...

... EFFECT CIRCULAR SQUARE TRANSITION GUIDE VANES MUELA LESOTHO SOUTH AFRICA AFRICA © Thomas Telford and ICE 1991 Proc. Instn Civ. Engrs, Part 2, 1991, 91, Sept., 417434 PAPER 9686 Model studies of air entrainmeinntthe Muela drop shaft WATER BOARD D. STEPHENSON, MSc(Eng), PhD,DSc...

...N H COTTMAN; G R MCKAY; C VAN BEESTEN; M J KENN © Thomas Telford and ICE 1991 BRIDGES CULVERTS REDUCED SIZE COSTS USE FLOW TRANSITION STREAMLINED FROUDE NUMBERS CONSTANT FLOODS RELIEF STRUCTURES DISCHARGES DRAINAGE DEBRIS REDUCTION Proc. Instn Civ. Engrs, Part 1,1991...

... CYLINDERS TRANSITION Proc. lnstn Cio. Engrs, Part 1, 1990,88, Dec., 101S1036 URALT 9593 Defects in accepted methods of estimating design loading for silos G. E. BLIGHT DSc(Eng)(London),DSc(Eng)(Witwatersrand)* Current codes of practice and guidelines for assessing design loadingon silos and hoppers...

...NH COTTMAN; GR MCKAY © Thomas Telford and ICE 1990 STAWELL SHIRE VICTORIA QUEENSLAND UNIVERSITY BRIDGES CULVERTS SIZE COSTS REDUCTION FLOW TRANSITION DESIGN CHANNELS OUTFLOW PREDICTION PERFORMANCE EROSION SILTATION DEBRIS ENERGY DISSIPATION VELOCITY WATERWAYS...

...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...

... Construction Branch began in January 1983 and included a 250 Ml/day pumping station, 23 km of 1400 mm i.d. emuent pipeline and an oxygen injection station. Contract work for the ocean outlet and transition tower started at the same time. Perth's mediterranean-type climate at latitude 34"s creates conditions...

...D HASLEWOOD © Thomas Telford and ICE 1985 BINNIE & PARTNERS SHIPS CANALS RESTRICTED THEORY RESISTANCE VELOCITY SPEED EXPERIMENTAL OPEN EXPERIMENTS MODELS CHANNELS FLOW CRITICAL CONDITIONS FROUDE NUMBERS ENERGY WATER SHALLOW TRANSITION ZONES THRUST INPUT...

...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...

... limited to straight track. Transition arrangements 45. All of the slab track systems described in this Paper eliminate or reduce considerably the settlemenot f the track comparedwith ballasted track.There will always therefore tendto be some relative settlemenotf the ballasted track abutting the endof...

... on the surface of the conduit. 17. The basic Colebrook-White function is intrinsically applicable to such turbulent transition flows,just as the Manning formula is intrinsically applicable to rough turbulent flows. The most penetrating examination of the relationship between the Manningtype formula and the rough...

... 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...

...CP ELLINAS; JGA CROLL © Thomas Telford and ICE 1981 UNIVERSITY COLLEGE LONDON BUCKLING CYLINDERS LOADS ELASTIC BENDING GEOMETRY SHELLS MATERIALS PARAMETRIC ECCENTRICITY BEHAVIOUR RING STIFFNESS LOWER BOUNDS SKIN TRANSITION EFFICIENCY STUDIES STRUCTURAL STIFFENED...

...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...

... cross-sectional area of flow, or index in transition control function geometric coefficient of channel cross-section breadth of the channel (surface width of the channel) non-dimensional celerity celerity equivalent diameter of open channel constant of transition control function acceleration due...

...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...

... so long as the air flow is turbulent. It encompasses all the three flow regimes conceivable for a turbulent boundary layer over a deformable boundary: thehydraulically smooth andhydraulically rough regimes as well as the transition in between, which has been commonly referred to asthe regimeof...

...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...

...A KUMAR; COLEBROOK WHITE; J NIKURADSE FLOW PIPES PROFILES WALLS TURBULENT EXPERIMENTS EXPRESSION UNIFORM DESIGN FRICTION REGIMES FUNCTIONS QUASI ROUGH LOGARITHMIC FORMULATION ROUGHNESS SMOOTH DATA HEADS SURFACE NON UNIFORM TRANSITION FACTORS SAND MATHEMATICS GRAINS...

...JFA SLEATH; DW KNIGHT TRANSITION RIPPLED BOUNDARIES THICKNESS OSCILLATORY BEDS LAYERS FLOW EXPERIMENTS CURVES BIRMINGHAM UNIVERSITY © Thomas Telford and ICE 1975 Proc. Instil Civ. Engrs, Part 2, 1975, 59, Dec., 885-886 7794 DISCUSSION Transition in oscillatory flow...