(100) B - HYDRAULIC STRUCTURES

(53) B1 - Air and Bubble Phenomena

• (53) CAPABILITIES AND LIMITS FOR ADV MEASUREMENTS IN BUBBLY FLOWS
• (54) CONSIDERATION ABOUT THE ENERGY LOSS IN LONG PIPES WITH WATER - AIR FLOW
• (55) AIR ENTAINMENT OF FREE-SURFACE TUNNEL FLOW
• (56) MODELING OF TURBULENT BUBBLY PIPE FLOW WITH THE CFX4.2 COMPUTER PROGRAM
• (57) ENTRAPPED AIR - REASON FOR THE UNEXPECTED PORE PRESSURE BEHAVIOUR IN LEVEES AND EARTH DAMS
• (58) THE SIMULATION OF DISTRIBUTED FREE GAS IN LIQUIDS USING VERWEY-YU SCHEME

(59) B2 - Free Surface and Complex Fluid Flows

• (59) TWO-DIMENSIONAL CALCULATION OF FLUID FLOW AND HEAT TRANSFER IN A ROD BUNDLE WITH GEOMETRICAL DISTURBANCE
• (60) NUMERICAL STUDY OF FORCING MECHANISMS IN OSCILLATORY SHEET FLOWS
• (61) A MODEL EQUATION FOR SHALLOW WATER FLOWS
• (62) COMPUTATION OF RAPIDLY VARIED UNSTEADY FLOWS IN OPEN CHANNELS AND COMPARISON WITH PHYSICAL MODEL AND FIELD EXPERIMENT
• (63) THE DESIGN OF MINIMUM ENERGY LOSS STRUCTURES
• (64) SECOND-ORDER FDS SCHEME ON ADAPTIVE GRID FOR 1-D TRANSIENT FLOWS WITH CONTROL STRUCTURES
• (65) A FINITE ELEMENT FORMULATION FOR THE RESOLUTION OF THE UNSTEADY INCOMPRESSIBLE VISCOUS FLOW FOR LOW REYNOLDS NUMBERS
• (66) INFLUENCE OF A GAP ON FLOW AROUND HORIZONTAL CYLINDER
• (67) NUMERICAL SOLUTION OF VISCOUS 2DV FREE SURFACE FLOWS: FLOW OVER SPILLWAY CRESTS

(68) B3 - Channels and Side Weir Structures

• (68) EXPERIMENTS ON FLOW IN OPEN-CHANNEL BENDS
• (69) SURGE FORMATION IN OPEN CHANNELS IN RELATION TO THE DURATION OF GATE OPERATION
• (70) A COMBINED STORM OVERFLOW STRUCTURE: DESIGN PROCEDURE
• (71) DISCHARGE COEFFICIENT OF SIDE WEIRS
• (72) SIDEWEIR FOR COMBINED SEWERS
• (73) CONSIDERATION ON HYDRAULIC RUNNING PARAMETERS
• (74) 3D FREE SURFACE MODEL OF LABORATORY CHANNEL WITH RECTANGULAR BRAD-CRESTED WEIR
• (75) SHEAR STRESS DISTRIBUTION IN RECTANGULAR CHANNELS

(76) B4 - Intake Structures

• (76) WATER INTAKES - SITING AND DESIGN APPROACHES
• (77) A NUMERICAL MODEL FOR THE 3D-SIMULATION OF FLOW THROUGH THE INTAKE OF WATER POWER STATIONS
• (78) MULTIBLOCK-PARALLEL COMPUTATION OF TURBULENT FLOWS AND THEIR EFFECTS ON COHESIVE SEDIMENT IN INTAKE CHANNEL
• (79) COPING WITH STRONG CROSS FLOWS AT PUMP INTAKES
• (80) COMPARISON OF NUMERICAL AND EXPERIMENTAL INVESTIGATION OF TRASHRACK LOSSES
• (81) FLOW-INDUCED VIBRATIONS OF A TRASHRACK
• (82) THE WETTED RACK LENGTH OF THE TYROLEAN WEIR
• (83) PHYSICAL MODEL STUDY FOR THE INTAKE CHANNEL AT THE SUBIYA POWER STATION, KUWAIT

(84) B5 - Sedimentation Problems

• (84) RESERVOIR SEDIMENTATION EFFECTS ON HYDROPOWER GENERATION - A CASE STUDY
• (85) THRESHOLD FOR SEDIMENT MOTION IN V-SHAPED CHANNELS
• (86) PAPER ON A PROPOSED INTAKE CONFIGURATION FOR BULK WATER PUMP ABSTRACTION FROM HEAVY SILT LADEN RIVER FLOW
• (87) SEDIMENT BED FORMS IN SEWERS
• (88) SILTATION OF AUSTRALIAN RESERVOIRS : SOME OBSERVATIONS AND DAM SAFETY IMPLICATIONS
• (89) EVALUATION OF MASCARENHAS POWER PLANT RESERVOIR SEDIMENTATION IN THE DOCE RIVER (1974-1998)
• (90) GRADED SEDIMENT TRANSPORT AT LIMIT DEPOSITION IN CLEAN PIPE CHANNEL
• (91) BED SHEAR STRESS GOVERNING EROSION ON COHESIVE MIXTURES
• (92) MEAN FLOW AND SEDIMENT TRANSPORT ON SEDIMENT LAYER IN A HORIZONTAL PIPE
• (93) BARRAGE FLUSHING IMPLICATIONS
• (94) ON THE USE OF A 3D CFD MODEL TO SIMULATE RESERVOIR SEDIMENTATION PROCESSES