HYDRAULICS OF PRECAST CONCRETE CONDUITS ... - Humes
HYDRAULICS OF PRECAST CONCRETE CONDUITS ... - Humes
HYDRAULICS OF PRECAST CONCRETE CONDUITS ... - Humes
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<strong>HYDRAULICS</strong> <strong>OF</strong> <strong>PRECAST</strong> <strong>CONCRETE</strong> <strong>CONDUITS</strong>SECTION 55. SEPARATE SEWERAGE SYSTEMS5.1 INTRODUCTION5.2 THE DESIGN FLOW5.2.1 DESIGN FLOW COMPONENTS5.3 GRAVITY SEWERS5.3.1 MINIMUM GRADE5.3.2 MAXIMUM GRADE5.4 THE SEWER DIMENSIONS5.4.1 ROUGHNESS COEFFICIENT, k5.4.2 SEWER DESIGN FOR MAXIMUM ANDMINIMUM FLOW (GRAVITY)5.4.3 PUMPING STATIONS AND RISING MAINS5.4.4 RETICULATION SYSTEMS5.5 MANHOLES5.6 CURVES AND BENDS5.7 DEPTH <strong>OF</strong> COVER5.8 OVERFLOWS5.9 EXAMPLES5.9.1 GRAVITY TRUNK MAIN5.9.2 SEWERAGE RETICULATION5.10 REFERENCESPage 53
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