SECTION 6
FLUID MECHANICS,
PUMPS, PIPING, AND
HYDRO POWER
Part 1 Fluid MechanicsHYDROSTATICS
Buoyancy and Flotation
Hydrostatic Force on a Plane Surface
Hydrostatic Force on a Curved Surface
Stability of a Vessel
MECHANICS OF INCOMPRESSIBLE FLUIDS
Viscosity of Fluid
Application of Bernoulli's Theorem
Flow through a Venturi Meter
Flow through an Orifice
Flow through the Suction Pipe of a Drainage Pump
Power of a Flowing Liquid
Discharge over a Sharp-Edged Weir
Laminar Flow in a Pipe
Turbulent Flow in Pipe — Application of Darcy-Weisbach Formula
Determination of Flow in a Pipe
Pipe-Size Selection by the Manning Formula
Loss of Head Caused by Sudden Enlargement of Pipe
Discharge of Looping Pipes
Fluid Flow in Branching Pipes
Uniform Flow in Open Channel — Determination of Slope
Required Depth of Canal for Specified Fluid Flow Rate
Alternate Stages of Flow; Critical Depth
Determination of Hydraulic Jump
Rate of Change of Depth in Nonuniform Flow
Discharge between Communicating Vessels
Variation in Head on a Weir without Inflow to the Reservoir
Variation in Head on a Weir with Inflow to the Reservoir
Dimensional Analysis Methods
Hydraulic Similarity and Construction of Models
6.2
6.2
6.3
6.5
6.6
6.7
6.8
6.9
6.10
6.11
6.11
6.12
6.12
6.13
6.14
6.16
6.16
6.17
6.18
6.18
6.19
6.19
6.20
6.22
6.23
6.24
6.25
6.25
6.27
6.29