...L A MARTIN; W R C MYERS; MANNING; DARCY WEISBACH © Thomas Telford and ICE 1991 I G DORAN ULSTER UNIVERSITY AT JORDANSTOWN MEASUREMENT OVERBANK FLOW COMPOUND RIVERS CHANNELS EXPERIMENTS VELOCITY DISTRIBUTION DISCHARGES FLOOD PLAINS MOMENTUM TRANSFER CAPACITY RESISTANCE...

...A J CHADWICK © Thomas Telford and ICE 1991 BRIGHTON POLYTECHNIC UNSTEADY FLOW BOREHOLES MODELS SEDIMENTS TRANSPORT BROKEN WAVES PROPERTIES CALIBRATION TESTING NUMERICAL TESTS EXTERNAL PARAMETERS LONGSHORE FIELD DATA EXPERIMENTS ALGEBRAIC COMPUTERS ALGORITHMS...

...K H M ALI; K GEORGIADIS LAMINAR MOTION FLUIDS MUD EXPERIMENTS FLOW FORMATION CONDITIONS CONCENTRATION CHANNELS SLOPES MEASUREMENT VELOCITY THICKNESS ELEVATIONS DENSITY SEDIMENTS ANALYSIS PREDICTION THEORY MOVEMENT LABORATORIES APPARATUS INSTRUMENTATION LAYERS BEDS...

...A J CHADWICK BRIGHTON POLYTECHNIC UNSTEADY FLOW SWASH BOREHOLES MODELS SEDIMENTS TRANSPORT BROKEN WAVES DEVELOPMENT NUMERICAL STUDIES SURF ZONES PROPAGATION LONGSHORE COARSE NON COHESIVE MATERIALS MODELLING OBLIQUE BEACHES UNIFORM FIELDS EQUATIONS ESTIMATES...

...A F DANIELL; N A F SMITH; J D SCOPES; J N DUDER; W G LOCKETT; VITRUVIUS; VITRUVIUS POLLO © Thomas Telford and ICE 1991 ROMAN HYDRAULIC ENGINEERING PROBLEMS VITRUVIAN HISTORY SURVEYS SURVEYING METHODS AQUEDUCTS TECHNOLOGY OPEN CHANNELS FLOW CAPACITY INVERTED SIPHONS...

.... The method is general, although in this case data are drawn from numerical modelling of linked surface and subsurface flow equations, covering variably saturated throughflow and both infiltration-excess and saturation-excess overland flow. Nomographs are presented which can be used in a straightforward...

...H DUEN; D HO; H L CHI; C H LIU; BS 5400 © Thomas Telford and ICE 1991 HONG KONG UNIVERSITY MANCHESTER UNIVERSITY TEMPERATURE DISTRIBUTION CONCRETE BRIDGES DECKS UNSURFACED MONITORING MATHEMATICAL MODELS ONE DIMENSIONAL HEAT FLOW CALIBRATION THERMAL INFLUENCE FORMS...

...W H HAGER SWISS FEDERAL TECHNOLOGY INSTITUTE EXPERIMENTS STANDARD SPILLWAYS FLOW GEOMETRY DAMS PROFILES CURVATURE CONTINUOUS PRESSURE CHANNELS INVERTS PRISMATIC TWO DIMENSIONAL VELOCITY CREST COEFFICIENTS DISCHARGES DOWNSTREAM CHUTES SLOPES INSTRUMENTATION PUMPS...

...D STEPHENSON; J R METCALF WITWATERSRAND UNIVERSITY KEEVE STEYN HIGHLANDS DELIVERY TUNNEL MODELS STUDIES AIR ENTRAINMENT DROP SHAFTS TESTS INTAKES TUNNELS WATER SUPPLY FLOW WATER PERSPEX MODELLING DEAERATION CHAMBERS REDUCTION VENTS BAFFLES SCALE DESIGN RELEASE...

... through the Beach. By means of both physical and mathematical models, unique formulae were derived to give design flows into a proposed culvert. In this way, the size and location of the culvert were optimized. Introduction The village of Chiswell lies at the eastern end of the 27 km long Chesil Beach...

...G D MATTHEW © Thomas Telford and ICE 1991 ABERDEEN UNIVERSITY ONE DIMENSIONAL HIGHER ORDER EQUATIONS POTENTIAL FLOW OPEN CHANNELS ITERATIVE CARTESIAN COORDINATES ACCURACY TESTS APPLICATIONS WEIRS ROUND CRESTED THIRD ORDER CREST COEFFICIENTS DISCHARGES PLANE...

...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...

...K H M ALI; SALEHI NEYSHABOURY; A A S NEYSHABOURY LOCALISED SCOUR DOWNSTREAM DEEP SUBMERGED HORIZONTAL JETS TWO DIMENSIONAL TURBULENT OFFSET EXPERIMENTS SEDIMENTS SIZE TIME DEVELOPMENT FLOW RATES CHARACTERISTICS FROUDE NUMBERS HEIGHT BEDS UNIFORM PARTICLES DIMENSIONAL...

...P GOODWIN; R A DENTON; UNISTAGEOSUR UNITED STATES USA NORTH AMERICA SACRAMENTO R CALIFORNIA SEASONAL INFLUENCE SEDIMENTS TRANSPORT CHARACTERISTICS RIVERS FIELD MEASUREMENT SUSPENDED STREAMFLOW DATA GEOLOGY SURVEYS QUANTITY DISCHARGES VARIATIONS MAGNITUDE FLOW...

... in laboratory experiments over a wide range of ambient velocities. Detailed concentration measurements and flow visualization show that jet behaviour for buoyancy-dominated discharges is governed by the dimensionless depth yu:/B, where B is the discharge buoyancy flux, and U, is the ambient current velocity...

...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...

...P G SAMUELS; K SIVALOGANATHAN; CHNLFLOW © Thomas Telford and ICE 1990 FLUIDMECH SOFTWARE BACKWATER LENGTH RIVERS COMPUTERS SOFTWARE FLOW CALCULATIONS CHANNELS Proc. Instn Ciu. Engrs, Part 2, 1990,89, Dec., 581-583 DISCUSSION ON PWA9P4AE7T9NREGRINEERING GROUP Backwater...

...W H HAGER; N KAWAGOSHI © Thomas Telford and ICE 1990 SWISS FEDERAL INSTITUTE OF TECHNOLOGY HIROSAKI UNIVERSITY HYDRAULIC JUMP ROUNDED DROP STILLING BASINS ENERGY DISSIPATION FLOW CONFIGURATION WAVES TAILWATER EXPRESSIONS LENGTH DEPTH ROLLERS DATA ANALYSIS EFFECT...

...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...

...J P DAVIS; COULOMB © Thomas Telford and ICE 1990 BRISTOL UNIVERSITY WAVES ENERGY ABSORPTION CYLINDERS BRISTOL CYLINDERS LINEAR NON LINEAR EFFECT DEVICES HYDRODYNAMICS FLOW TWO DIMENSIONAL EXPERIMENTS THEORY NUMERICAL MODELS MODELLING RESONANT SUBMERGED HEIGHT...