...A J CHADWICK Proc. Instn Ciu. Engrs, Part 2, 1991, 91, Dec.,719-737 PAPER An unsteady flow bore modeflor sediment transport in broken waves. Part1:the developmentof the numerical model A. J. CHADWICK, BSc, MSc,PhD, MICE, MIWEM* The paper is concerned primarily with numerical model studies...

...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...

... flow problems, the number of calculations involving the use of a friction formula is generally small, and so the savings in computation time that result from the useof the Author s approximation are not very significant. However, in unsteady flow problems, particularly unsteady open channel flow...

...K SIVALOGANATHAN © Thomas Telford and ICE 1980 ACCURACY EXPLICIT METHODS UNSTEADY FLOW CHANNELS Corrigenda to TN 254 Accuracy of explicit methods of unsteady flow computation in channels. K. Sivaloganathan. Published in Proc. Instn Civ. Engrs, Part 2, 1980, 69, Mar., 199-207...

... of the effect of resistance on the unsteady free surface following thedam-burstsituation, with dry downstream bed and reflections from bothdead ends. A numerical solution of thedynamicand continuity equations for gradually varied flow (i.e. Saint-Venant equations) is developed, based on a finite difference...

...K SIVALOGANATHAN; ST VENANT; LAX WENDROFF © Thomas Telford and ICE 1980 LANCHESTER POLYTECHNIC ACCURACY UNSTEADY FINITE DIFFERENCE BOUNDARIES STANDARD EXPLICIT FLOW EQUATIONS METHODS CIRCULAR OUTFALLS METHODS CHANNELS NUMERICAL ASSESSMENT Proc. lnstn Civ. Engrs, Part...

... DESIGN FLOW UNSTEADY VARIABLE MANAGERS RHYMNEY WALES SOAR UK Pror. Insrn Civ. Engrs, Pari 2, 1978.65, Sept., 655-668 8141 A river catchment flood model The rainfall-runoff model developed for the Flood studies report' is combined with a new channel routeing methodto produce a river...

... TRANSIENT NUMERICAL HYDRAULIC ZONES INTEGRATION UNSTEADY CONTROL Proc. Instn Ciu. Engrs, Part 2, 1976, 61, Sept., 507-523 7918 Gates and shallow water waves The Paper considers the analysis of underfiow gates subject to transient conditions of flowsuch as might be experienced during operation...

... MATHEMATICS MODELLING PIPES UNSTEADY EQUATIONS MOMENTUM METHODS OPTIMUM DEVELOPMENT HYDRODYNAMICS STORMWATER MODELS HYDRAULICS FLOW ANALYSIS GOVERNING FRICTION TRANSITIONAL FEASIBILITY AIRPORTS INVESTIGATIONS OPEN MAPLIN UK Proc. Instn Civ. Engrs, Part 2, 1975, 59, Mar., 91...

...DJ BALL; S DAS GUPTA; J ALLEN; C HEWITT; DM MCDOWELL; KK BANDYOPADHYAY; TL SHAW; JA FOX; WJ MORRIS; AR HALLIWELL © Thomas Telford and ICE 1972 DYNAMICS FRICTION ESTUARIES MODELS BEHAVIOUR SIMULATION FLOW ANALOGUE RIVERS PROPAGATION UNSTEADY TIDAL COMPUTERS MODELLING TIDES...

...JA FOX; MJ PRISK BOUNDARY LAYERS UNSTEADY SEPARATION FLOW REVERSALS VELOCITY 7489 SYNOPSIS Boundary layer separations and reversals in unsteady flow A positive, solitary, unique wave travellingupstreaminarectangularopen channel was investigated and shown to produce a reversal...

...DJ BALL; DM MCDOWELL © Thomas Telford and ICE 1971 MANCHESTER UNIVERSITY DYNAMICS FRICTION ESTUARIES ANALOGUE ELECTRONICS SIMULATION FLOW EQUATIONS RIVERS DATA UNSTEADY TIDAL COMPUTERS MODELS MERSEY DON UK 7353 The dynamic simulation of unsteady...

...JA FOX; DA HENSON © Thomas Telford and ICE 1971 LEEDS UNIVERSITY PREDICTION TRANSIENT SOLUTIONS RAILWAYS CHARACTERISTICS UNSTEADY MATHEMATICS EXPERIMENTS CONDITIONS AERODYNAMICS COEFFICIENTS MAGNITUDE TRAINS AIR CALCULATIONS ONE DIMENSIONAL FLOW COMPUTERS MODELS...

...J ELLIS; MB ABBOTT; TRE CHIDLEY © Thomas Telford and ICE 1970 STUDIES CHANNELS EQUATIONS FLOW OPEN SYSTEMS UNSTEADY JUNCTIONS METHODS TECHNICAL NOTE 14 DISCUSSION A study of unsteady flow in branched channels J. ELLIS Mr J. W. Karnphuis, Queen's University, Kingston, Canada...

...J ELLIS TECHNICAL NOTE 14 for written discussion A study of unsteady flow in branched channels J . ELLIS, BSc(Eng)' An analysis is presented of a junction of three branches in an open channel complex with unsteady flow. General equations are evolved for solution of problems involving any number...

...JA FOX; I ALI; TRE CHIDLEY; NS ]BOULTON; NM AWAN; PA JOHNSON © Thomas Telford and ICE 1969 ASTON UNIVERSITY IMPERIAL COLLEGE SIR M MACDONALD UNSTEADY UNCONFINED FLOW GRAVITY WELLS WAVES MODERN THEORY WATER TABLE PROFILES CONDITIONS LOSS EQUATIONS CONTINUITY...

...J A FOX; I ALI © Thomas Telford and ICE 1968 LEEDS UNIVERSITY UNSTEADY GRAVITY WATER POROUS LOSS SOLUTIONS QUASI LINEAR DIFFERENTIAL METHODS DIGITAL EXPERIMENTS SYMMETRICAL BOUNDARIES GROUNDWATER INTERPOLATION UNCONFINED WELLS WAVES MEDIA FLUIDS INTEGRATION...

...- lation or graphical techniques, are time-consumintgo the extent that the engineer is prompted to make use of short-cut assumptions or discouraged from examining a reasonable range of design parameters. The analysis of the unsteady flow resulting from tidal action ina proposed outfall channel...