... 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...

...P RAMESHWARAN; B B WILLETTS; DARCY WEISBACH; PRANDTL VON KARMAN © Thomas Telford and ICE 1999 ABERDEEN UNIVERSITY LOUGHBOROUGH UNIVERSITY FLOODS ESTIMATION CONVEYANCE PREDICTION MEANDERING CHANNELS FLOW TWO STAGE BEHAVIOUR OVERBANK SYSTEMS DESIGN METHODS PREDICTION...

...W R C MYERS; D W KNIGHT; J F LYNESS; J B CASSELLS; F BROWN; MANNING; DARCY WEISBACH Resistance coefficients for inbank and overbank flows W. R. C. Myers, PhD, CEng, MICE, D. W. Knight, PhD, CEng, MICE, MCIWEM, MASCE, J. F. Lyness, PhD, CEng, MICE, MIStructE, J. B. Cassells, DPhil and F. Brown, PhD...

... PREDICTION DISCHARGES OVERBANK PARAMETERS STEADY STATE ONE DIMENSIONAL NUMERICAL CONTROL HYDRAULICS METHODS FLUMES COMPOUND ANALYSIS Modelling a river channel with distant floodbanks Proc. Instn Civ. Engrs Wat., Marit. & Energy, 1999, 136, Mar., 21±33 D. A. Ervine and A. B. MacLeod & River...

... the head of the experimental channel in inbank and overbank ¯ows, respectively. In addition to sediment transport rate, the composition and texture of the bed and the composition of the bed load were measured at intervals. The di€erences in sediment behaviour between the inbank and overbank ¯ows tested...

...J F LYNESS; W R C MYERS; J J O SULLIVAN © Thomas Telford and ICE 1998 ULSTER UNIVERSITY HR WALLINGFORD RIVERS HYDRAULICS CHARACTERISTICS MEANDERING MOBILE BEDS COMPOUND CHANNELS EXPERIMENTS OVERBANK FLOW FLOODS FACILITIES SINUSOIDAL SAND MEASUREMENT FLOOD PLAINS...

...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...

... adverse interactionturbulence and the subsequent internal recircu- between flood plain and main channel.The lation currents. All the evidence available to increasing n value results primarilyfrom the date for meandering channels with overbank form of roughness used, with theflood plain flow points...

...B B WILLETTS; R I HARDWICK; P ACKERS; J A ANDERSON © Thomas Telford and ICE 1993 COVENTRY UNIVERSITY HYDROLOGY HYDRAULICS STAGE DEPENDENCY OVERBANK FLOW MEANDERING CHANNELS RIVERS FLOOD PLAINS TESTS WATER DISCUSSION Stage dependencyfor overblank flow in h o c . Instn...

...L A MARTIN; W R C MYERS; P ACKERS © Thomas Telford and ICE 1993 HYDRAULICS RIVERS CHANNELS COMPOUND FLOW MEASUREMENT OVERBANK DISCHARGES GRADIENTS Measurement of overbank flow in a compound river channel L. A . Martin and W.R. C. Myers Proc. Instn Civ. Engrs Wat.,Marit. &Energy...

...B B WILLETTS; R I HARDWICK © Thomas Telford and ICE 1993 ABERDEEN UNIVERSITY HYDRAULICS STAGE DEPENDENCY OVERBANK FLOW MEANDERING CHANNELS MEASUREMENT DISCHARGES VELOCITY FIELD LABORATORIES WATER FLOOD PLAINS SINUOSITY VISUALISATION CAPACITY INTERACTION Stage...