... OVERBANK STRAIGHT MOBILE WATER EXPERIMENTS FACILITIES EQUILIBRIUM SAND BANKS REGIMES THEORY RATIONAL APPLICATIONS MORPHOLOGY SEDIMENTS RATES RESEARCH EXPERIMENTS TRAPEZOIDAL FREE FORMED SETTING UP PROCEDURE STAGE DISCHARGES MEASUREMENT RESISTANCE COEFFICIENTS UK FLOOD...

...G M SMART © Thomas Telford and ICE 1999 NEW ZEALAND NATIONAL WATER & ATMOSPHERIC RESEARCH INSTITUTE CHRISTCHURCH CHANNELS ALLUVIAL FLOW RESISTANCE FRICTION COEFFICIENTS HYDRAULICS HYDRODYNAMICS RIVERS FORCES BEDS PREDICTION ROUGHNESS WATER MODELS VELOCITY...

... FLOODBANKS FLOOD PLAINS RESISTANCE COEFFICIENTS DOMAIN INFLUENCE VISCOSITY ROUGHNESS CAPACITY HYDRAULICS HYDRODYNAMICS RIVERS DATA FACILITIES WATER PARAMETERS MODELS EXPERIMENTS ACCURACY CALCULATING PROCEDURE APPLICATIONS RIVER RODING ESSEX ENGLAND UK Conveyance...

... COEFFICIENTS MODELS CULVERTS Sewage discharge estimation from a flow-stick monitoring device Proc. Instn Civ. Engrs Wat., Marit. & Energy, 1999, 136, Sept., 133±151 R. Burrows, BEng, PhD, CEng, MICE, MCIWEM, K. H. M. Ali, MEng, PhD and G. Ockleston, BEng & This paper reports laboratory studies...

...T O DONOGHUE; J SUTHERLAND © Thomas Telford and ICE 1999 ABERDEEN UNIVERSITY HR WALLINGFORD UK COASTAL RESEARCH FACILITY COASTS STRUCTURES COASTAL RANDOM WAVES KINEMATICS LINEAR THEORY METHODS PREDICTION EMPIRICAL EQUATIONS REFLECTION COEFFICIENTS PHASE SHIFT...

...W R C MYERS; D W KNIGHT; J F LYNESS; J B CASSELLS; F BROWN; MANNING; DARCY WEISBACH ULSTER UNIVERSITY BIRMINGHAM UNIVERSITY HR WALLINGFORD UK © Thomas Telford and ICE 1999 FLOW RESISTANCE COEFFICIENTS INBANK OVERBANK MEASUREMENT CHANNELS LABORATORIES FLOODS COMPOUND...

... DIFFERENCE FLOODS HYDRAULICS MODELLING MATHEMATICAL COEFFICIENTS ERRORS ARTIFICIAL NUMERICAL APPLICATIONS PROCEDURE Automatic calibration of computational Proc. Instn Civ. Engrs Wat., Marit. river models & Energy, 1998, 130, Sept., 154±162 L. Anastasiadou-Partheniou, MSc, PhD and P. G. Samuels...

...J D HARDWICK; C J GRANT; A S DONALD WATER APRONS ROUGHENED ENERGY DISSIPATION HYDROELECTRICITY RESERVOIRS IMPOUNDED DAMS AQUEDUCTS TUNNELS FLOW WEIRS MODELS STREAMS DECELERATION BLOCKS DRAG COEFFICIENTS PATTERNS ESTIMATED ROUGHNESS TESTS HYDRAULIC STAGGERED ARRANGEMENT...

...D W KNIGHT; J BORIS ABRIL C; NAVIER STOKES RIVERS CHANNELS COMPOUND MODELS CALIBRATION DEPTH AVERAGED REFINED FLOW TURBULENT MODELLING SIMULATION NUMERICAL OVERBANK COEFFICIENTS FRICTION LOCAL FACTORS EDDIES VISCOSITY SECONDARY HYDRAULICS FCF FLOODS FACILITIES SEDIMENTS...

...S CAO; D W KNIGHT STREAMS POWER PROBABILITY CHANNELS ALLUVIAL REGIMES THEORY STABLE FLUVIAL EQUATIONS ASPECT RATIOS PROCESS COEFFICIENTS RESISTANCE SEDIMENTS TRANSPORT FORMULAE DEPTH WIDTH SLOPES DATA FIELD LABORATORIES RIVERS HYDRAULICS ANALYTICAL FRICTION FACTORS...

... COEFFICIENTS SURVEYS SURVEYING VALUE COSTS SAVINGS STUDIES METHODS SURFACE PROFILES BEESANDS SOUTH DEVON ENGLAND UK ~~ Proc. Instn Ciu. Engrs Wat., Marit. &Energy, 1995, 112, Dec., 326-335 Maritime Board Maritime Panel Paper 10541 Written discussion closes 15 February 1996 Measurement...

... TESTS FIELD SETS COEFFICIENTS SEA STATE MATHEMATICS GENERATION REFLECTION BIMODAL SAMPLING FREQUENCY RECORDS LENGTH WINDOWS WATER © Thomas Telford and ICE 1995 PLYMOUTH UNIVERSITY BRIGHTON UNIVERSITY h o c . Instn Civ. Engrs WMata. rit. &Energy, 1995, 112,Sept., 198-208...

... COEFFICIENTS INTENSITY VELOCITY WATER DEPTH DOWNSTREAM SCOUR PREVENTION CURRENTS PARTICLES MOVEMENT INITIATION REVETMENTS RIGS MATERIALS FLUMES UNDERLAYERS GRANULAR ARMOUR LAYERS HYDRAULIC STRUCTURES PROFILES HYDRAULICS © Thomas Telford and ICE 1995 Stability of riprap...

...R K GREENHILL; R H J SELLIN; P ACKERS; J A ANDERSON; MANNING © Thomas Telford and ICE 1995 COVENTRY UNIVERSITY HYDRAULICS DEVELOPMENT METHODS PREDICTION DISCHARGES COMPOUND MEANDERING CHANNELS RESEARCH FLOODS BEHAVIOUR EXPERIMENTS FLOOD PLAINS COEFFICIENTS DISCUSSION...

... and the dimensionless freeboard very difficult. Two typesof numerical model R* = R,/T,(JgH Empirical coefficients a and are underdevelopment. The simplest uses a b are related to the structure geometry, and the depth-averaged wave formulation, runninag relative run-upcoefficient Y is related to the bore-like wave up...

...J D METTAM; PIANC © Thomas Telford and ICE 1994 SCOTT WILSON KIRKPATRICK PIANC BREAKWATERS COASTS DEFENCES COASTAL DESIGN PROBABILISTIC RUBBLE MOUND METHODS PARTIAL COEFFICIENTS CODES PRACTICE Breakwaters and coast defences Probabilistic designof rubble mound...

... BEACHES WAVES WALLS SEA WALLS SHOALING COEFFICIENTS Variation in design conditionsin response to sea-level rise Proc. Instn Civ. Engrs Wat., Marit. &Energy, 1994. 106, Sept., 205-213 EurIng I. H. Townend,BSc, CEng, MICE, MIWEM Maritime Board Maritime Panel Paper 10110 W In assessing thepotential...

...R H J SELLIN; D A ERVINE; B B WILLETTS © Thomas Telford and ICE 1993 BRISTOL UNIVERSITY GLASGOW UNIVERSITY ABERDEEN UNIVERSITY HYDRAULICS MEANDERING RIVERS CHANNELS BEHAVIOUR TWO STAGE FLOODS EXPERIMENTS FLOW DEPTH SINUOSITY CURRENTS ROUGHNESS COEFFICIENTS DISCHARGES...