HYDRAULICS OF PRECAST CONCRETE CONDUITS ... - Humes

HYDRAULICS OF PRECAST CONCRETE CONDUITSSECTION 11. FLOW OF WATER IN PRECAST CONCRETE CONDUITS1.1 PHYSICAL PROPERTIES OF WATER1.2 FULL FLOW1.2.1 THE ENERGY LINE1.2.2 ENERGY LOSSES AT CROSS SECTIONAL CHANGES1.2.3 ENERGY LOSS AT UNIFORM FLOW1.2.3.1 GENERAL1.3 PART-FULL FLOW1.2.3.2 THE COLEBROOK-WHITE EQUATION1.2.3.3 OTHER ENERGY LOSS EQUATIONS1.3.1 UNIFORM FLOW1.3.1.1 ENERGY LOSSES AT SECTIONAL CHANGES1.3.1.2 UNIFORM ENERGY LOSSES1.3.1.3 FLOW VELOCITY IN CLOSED CONDUITS1.3.2 NON UNIFORM FLOW1.3.2.1 GENERAL1.4 BOUNDARYSHEAR1.5 WATER HAMMER1.3.2.2 CRITICAL DEPTH1.3.2.3 CRITICAL SLOPE1.3.2.4 THE HYDRAULIC JUMP1.5.1 THE NATURE OF WATER HAMMER1.5.2 VALVE CLOSURE1.5.3 PUMP STOPPAGE1.5.4 WAVESPEED1.6 REFERENCESPage 4