...W G LOCKETT; VITRUVIUS POLLIO; VITRUVIUS; G DE MONTAUZAN © Thomas Telford and ICE 1991 ROMAN HYDRAULIC ENGINEERING VITRUVIAN PROBLEMS DE ARCHITECTURA INVERTED SIPHONS AQUEDUCTS COMPRESSED AIR ENTRAINED FLOW DEVICES VALVES ENGINEERS GRADIENTS SURVEYS LEVELLING INSTRUMENTS...

...D BUTLER; JJJ CHEN; DIH BARR © Thomas Telford and ICE 1986 ALGORITHMS GRADIENTS PIPES FLOW EQUATIONS PARTIAL HYDRAULICS FRICTION EQUATIONS METHODS Proc. Instn Cio. Engrs, Part 2,1986,81, Dec., 727-730 DISCUSSION ON TECHNICAL NOTE 460 An algorithm for the determinationof...

...HA BUCHHOLDT; S MOOSSAVINEJAD; A IANNUZZI CENTRAL LONDON POLYTECHNIC NON LINEAR DYNAMICS ANALYSIS MASTS GUYED WIND GUYS RUPTURES TOWERS PREDICTION METHODS RESPONSES SENSITIVE STRUCTURES CABLES CONJUGATE GRADIENTS ALGORITHMS COMPUTERS THEORY AERODYNAMICS EARTHQUAKES...

...D BUTLER; COLEBROOK WHITE Proc. lnstn Ciu.Engrs, Part 2, 1986,81, Mar.,125-131 TECNHONTICEAL 460 WATER ENGINEGERROIUNPG An algorithmfor the determinationof limiting gradients for pipes flowingpartially full D. BUTLER, BSc, MSc, DIC, MICE, MIWES,MIPHE* An algorithm has been developed to calculate...

... of channel transform is introduced. Itis shown that channel transform also provides alternative procedures for the already explicit problems of determination of discharge, gradient or size of pipe, where proportional depth is already stipulated. The necessary new forms or variants of the Colebrook-White...

... PUMPED PUMPED STORAGE DAMS MEMBRANES ASPHALT UPSTREAM DEFLECTION MEASUREMENT RESERVOIRS CONCRETE PROJECTS MANAGEMENT CONTRACTORS INDUSTRIAL RELATIONS LANDSCAPE LANDSCAPING CONSULTANTS AESTHETICS POWER HYDRAULIC GRADIENTS STUDIES COMPUTERS PROGRAMS LOADS TURBINES REJECTION...

... INLETS BREAKWATERS GRADIENTS STRENGTH SECONDARY CIRCULATION WATER SIMULATION FLOODING EBB DRYING SHALLOW BOUNDARIES CONDITIONS FLOW EQUATIONS HYDRODYNAMICS FINITE DIFFERENCE PORT TALBOT WALES UK Proc. Instn Civ. Engrs, Part 2, 1985,79, Mar.,33-53...

... MEASUREMENT CODES PRACTICE STANDARDS DATA LONGITUDINAL MAGNITUDE METHODS EXPERIMENTS DISTRIBUTION PROCESS HOT COLD COLD FORMED TENSILE COMPRESSIVE MATERIALS IMPERFECTIONS GRADIENTS Proc. InstnCiu. Engrs, Part 2,1983,75, Dec., 599-616 PAPER 8682 Effect of residual stresses on the column...

... IDEALISATION ONE WAY CORNERS SUPPORTS VARIATIONS TENSILE STRENGTH CRACKING RESPONSES ITERATIVE STATE COLLAPSE SOFTENING TENSION STIFFENING MODELS ARC LENGTH NUMERICAL DISPLACEMENT CONTROL STRESS GRADIENTS MESHES SIZE DEFLECTION Proc. Instn Ciu. Engrs, Part 2, 1982.73, Mar., 135-145...

... RESTRICTIONS WIDENING MANAGEMENT HEAVY HGV FLOW GRADIENTS LANES CARRIAGEWAYS TUNNELS WALES NEWPORT MALPAS TREDEGAR PARK UK Proc. Instn Ciu. Engrs, Part 1,1981,70,Aug., 501-518 8461 Wideningotfhe M 4 motorwaybetween Tredegar Park and Malpas: design, traffic management and construction...

...RHJ SELLIN BRISTOL UNIVERSITY SEWERS POLYMERS FLOW COSTS VARIABLES PATTERNS CONSTRUCTION DATA POLLUTION CAPACITY EXPERIMENTS DISCHARGES RELIEF PERIODS GRADIENTS ESTIMATING COST BENEFIT INJECTION DOSING ADDITIVES CAPACITY REPLACEMENT OVERLOAD RATIOS ESTIMATES...

...GA ALCOCK; DT PUGH © Thomas Telford and ICE 1975 INSTITUTE OF OCEANOGRAPHIC SCIENCES HYDRODYNAMICS TIDES MEASUREMENT EQUATIONS TIDAL LUNAR MODELS GRADIENTS LEVELLING GAUGES WATER MEAN SPRING DATUMS TRANSFER TECHNIQUES OFFSHORE STRUCTURES LEVELS VALUE RANGE...

...HA BUCKHOLDT; BR MCMILLAN NON LINEAR ANALYSIS LOADS THEORY PRETENSIONED POTENTIAL DESCENT PRESTRESSING VECTORS VERTICAL CABLES TWO DIMENSIONAL ITERATIVE ENERGY CONJUGATE FORCES METHODS LATERAL ASSEMBLY BEAMS TOTAL MINIMISATION GRADIENTS 7586 A non-linear vector method...

... PASSENGERS TICKETS TICKET HALLS MANAGEMENT TRAFFIC STATIONS DEMOLITION ARCHES UNDERGROUND HALLS FINANCE TRAINS RECONSTRUCTION GRADIENTS DORIC TUNNELLING LAYOUT PROJECTS EUSTON LONDON UK 7452 DISCUSSION The reconstruction of Euston station W. F. BEATTY & R. L. MOORCROFT M r...

...RN CHOWDHURY; GJW KING © Thomas Telford and ICE 1972 LIVERPOOL UNIVERSITY NON LINEAR ANISOTROPIC METHODS PROBLEMS HYDRAULIC FINITE ELEMENTS SEEPAGE POROUS SOLUTIONS RELATIONS TECHNIQUES ISOTROPIC MEDIA STEADY VELOCITY GRADIENTS 7493 SYNOPSIS Non-linear seepage...

...BARLOW. JF © Thomas Telford and ICE 1972 CAPE TOWN UNIVERSITY COSTS SEWERAGE METHODS EXPRESSIONS FOUL GRADIENTS TOPOGRAPHY OPTIMAL OPTIMISATION SYSTEMS WRITING FACTORS WATER LENGTH POPULATION SELECTION PIPES SEWAGE MATHEMATICS DESIGN NETWORKS LOADS DENSITY...

... flowing in fine sand whichachieved a meander pattern through natural processes, at dischargesbetween 0.006 and 0.09 cumec.Thesefollowed an earlier programme in which the behaviour of straight channels was studied. Discharge, sediment load, hydraulic gradient and channel geometrywere measured. It emerged...

... GRADIENTS NETTING ALIGNMENT THREE LANE DESIGN CONCRETE VALLEYS ACCIDENTS SURFACING ROCKS STEEP CARRIAGEWAYS MAINTENANCE FOOTBRIDGES A465 TERRAIN ASPHALT SLOPES VALLEYS WALES MONMOUTH UK 7237 DISCUSSION The Heads of the Valleys Road A. S. COOMBS & L. W. HINCH The above Paper...

...HA BUCHHOLDT © Thomas Telford and ICE 1970 LONDON POLYTECHNIC PRETENSIONED EXPERIMENTS BRACED NON BRACED THEORY LOADS CABLES INVESTIGATIONS POTENTIAL METHODS PRESTRESSED CALCULATIONS STRUCTURAL CURVATURE MODELS GIRDERS STABILITY ENERGY GRADIENTS ASSEMBLY BRACING...

... SYMMETRICAL STRUCTURAL GRADIENTS 7153 A non-linear deformation theory applied t o t w odimensional pretensioned cable assemblies H. A. BUCHHOLDT. PhD, BSC' The Paper gives a theoretically accurate method for calculating the forces and dis- placements of two dimensional pin-jointed skeletalink assemblies...