is a crucial concept in hydraulic engineering, focusing on water movement in partially filled conduits. This section explores the characteristics of uniform and non-uniform flows, including their classification and analysis methods.
The Manning equation is a key tool for calculating flow velocity and discharge in open channels. We'll examine its components, applications, and limitations, as well as dive into profiles and their practical implications in channel design.
Uniform vs Non-uniform Flow
Characteristics of Uniform and Non-uniform Flow
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Local energy losses at positive and negative steps in subcritical open channel flows View original
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Channel Geometry and Flow Characteristics View original
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Local energy losses at positive and negative steps in subcritical open channel flows View original
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Channel Geometry and Flow Characteristics View original
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Local energy losses at positive and negative steps in subcritical open channel flows View original
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Channel Geometry and Flow Characteristics View original
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Local energy losses at positive and negative steps in subcritical open channel flows View original
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Channel Geometry and Flow Characteristics View original
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maintains constant depth, velocity, and along channel length
Occurs in prismatic channels with consistent slope and roughness
Water surface profile parallels channel bed
exhibits variations in depth, velocity, or cross-sectional area
Results from changes in channel geometry, slope, or obstructions
Water surface profile may fluctuate
Both uniform and non-uniform flows can be steady or unsteady
Steady flow parameters remain constant over time
Unsteady flow parameters change with time
Energy grade line and hydraulic grade line slopes differ
Constant slopes in uniform flow
Variable slopes in non-uniform flow
Flow Classification and Analysis
classifies flow regimes in both uniform and non-uniform conditions
(Fr < 1): tranquil, slow-moving (rivers)
Critical flow (Fr = 1): transitional state
(Fr > 1): rapid, shallow (steep mountain streams)
Manning equation applies to uniform flow calculations