(100) B6 - Environmental Questions

• (95) DYNAMIC BEHAVIOR OF BED MATERIAL AROUND BRIDGE PIER UNDER ABRUPT CHANGE OF WATER PRESSURE
• (96) INTERACTION OF FORELAND STRUCTURES WITH WAVES
• (97) ENVIRONMENTAL CONSIDERATIONS IN THE DESIGN OF SPILLWAYS: ANALYSIS OF HYDRODYNAMIC BEHAVIOR
• (98) EXPERIMENTAL STUDY ON GULLY VEGETATION IN SOIL CONSERVATION
• (99) SOME CONSIDERATIONS ON EXTREME STATISTICS OF STORM SURGE HEIGHT
• (100) MODIFICATIONS TO A FISH PASS AT TONGLAND DAM

(101) B7 - Pressure Pipe Flows and Energy Losses

• (101) VERIFICATION OF ADDITIONAL LOSSES IN COMPLEX FLOW FIELDS
• (102) EXPERIMENTAL AND NUMERICAL STUDY OF THE FLOW THROUGH A TRIFURCATION
• (103) THE PORT DISCHARGE DISTRIBUTION OF A MULTIPLE-PORT DIFFUSER
• (104) SCALE MODEL TEST FOR A DISTRIBUTION PIPING
• (105) INFLUENCE OF HYDRAULIC AND MECHANICAL RELIABILITY ON THE OVERALL RELIABILITY OF WATER NETWORKS
• (106) THE UNSTEADY NONEQUILIBRIUM TWO-PHASE FLOWS IN PIPELINE SYSTEMS
• (107) THE SIMULATION OF FUNCTIONING OF THE SYSTEMS OF HYDRO-AUTOMATICS UNDER THE FLOW CONTROL.

(108) B8 - Water Hammer and Surge Tanks

• (108) VALVE CONTROL OF PRESSURE SURGES IN HYDRAULIC SYSTEMS
• (109) ECONOMIC SURGE TANK DESIGN BY SOPHISTICATED HYDRAULIC THROTTLING
• (110) THE NUMERICAL MODELING OF FLOWS IN THE COMPLEX PIPE NETWORKS
• (111) THE INFLUENCE OF A VORTEX-FLOW THROTTLE ON AND REFLECTION OF PRESSURE WAVE
• (112) HYDRAULIC TRANSIENTS AS A MONITORING DEVICE
• (113) WATER HAMMER IN BRANCHED NETWORKS
• (114) CAVITATION INCEPTION IN PIPELINE COLUMN SEPARATION
• (115) ANALYSIS OF WATER HAMMER BASED ON NETWORK THEORY
• (116) TRANSHYD: COMPUTER PROGRAM FOR TRANSIENT FLOW ANALYSIS IN PIPELINE NETWORKS

(117) B9 - Dam Break Waves I

• (117) CADAM EUROPEAN CONCERTED ACTION ON DAM-BREAK MODELLING
• (118) THE INFLUENCE OF INITIAL FLOW CONDITIONS ON THE PROPAGATION OF DAM BREAK WAVES
• (119) EFFECTS OF A SHARP BEND ON DAM-BREAK FLOW
• (120) A TWO-DIMENSIONAL UNSTRUCTURED SOLUTION ALGORITHM APPLIED TO THE SIMULATION OF DAM-BREAK WAVES
• (121) DAM-BREAK FLOWS IN PRESENCE OF ABRUPT BOTTOM VARIATIONS