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Flow in Porous Media and Open Channels
1. Fundamental Concepts in Fluid Mechanics
2. Flow in Porous Media
3. Open-Channel Flow
Open-Channel Flow
Introduction to Open-Channel Flow
Definition and Key Features
Free Surface Characteristics
Atmospheric Pressure Effects
Types of Open Channels
Natural Channels
Rivers
Streams
Irregular Geometry
Artificial Channels
Canals
Flumes
Regular Geometry
Comparison with Pipe Flow
Free Surface vs Pressurized Flow
Energy Considerations
Momentum Considerations
Flow Resistance Differences
Geometric Properties
Channel Cross-Section Shapes
Rectangular
Trapezoidal
Triangular
Circular
Parabolic
Irregular
Flow Depth
Top Width
Wetted Area
Wetted Perimeter
Hydraulic Radius
Hydraulic Depth
Classification of Open-Channel Flow
Based on Time Variation
Steady Flow
Constant Discharge
Constant Depth
Unsteady Flow
Variable Discharge
Variable Depth
Based on Spatial Variation
Uniform Flow
Constant Depth
Constant Velocity
Varied Flow
Gradually Varied Flow
Rapidly Varied Flow
Based on Flow Regime
Laminar Flow
Low Reynolds Number
Viscous Effects Dominant
Turbulent Flow
High Reynolds Number
Inertial Effects Dominant
Subcritical Flow
Froude Number Less Than 1
Tranquil Flow
Critical Flow
Froude Number Equal to 1
Minimum Energy
Supercritical Flow
Froude Number Greater Than 1
Rapid Flow
Energy and Momentum Principles
Specific Energy
Definition and Concept
Components
Depth
Velocity Head
Specific Energy Diagram
Alternate Depths
Critical Depth
Minimum Specific Energy
Critical Flow Conditions
Critical Depth Calculation
Critical Velocity
Critical Slope
Specific Force
Definition and Concept
Momentum Function
Specific Force Diagram
Sequent Depths
Energy Losses
Friction Losses
Distributed Losses
Manning's Equation
Local Losses
Contractions
Expansions
Bends
Uniform Flow
Concept and Conditions
Equilibrium of Forces
Constant Depth and Velocity
Normal Depth
Flow Resistance Equations
Chézy Equation
Chézy Coefficient
Historical Development
Application and Limitations
Manning's Equation
Manning's Roughness Coefficient
Selection of n Values
Composite Roughness
Darcy-Weisbach Equation
Friction Factor
Application to Open Channels
Normal Depth Computation
Analytical Methods
Trial and Error Methods
Numerical Methods
Graphical Methods
Velocity Distribution
Logarithmic Profile
Power Law Profile
Average Velocity
Channel Design
Best Hydraulic Sections
Maximum Discharge
Minimum Perimeter
Rectangular Channels
Optimal Proportions
Trapezoidal Channels
Optimal Side Slopes
Circular Channels
Optimal Flow Depth
Lining Materials
Concrete
Riprap
Vegetation
Gradually Varied Flow
Dynamic Equation
Derivation and Assumptions
Physical Interpretation
Friction Slope
Energy Slope
Channel Slope Classification
Mild Slope
Normal Depth Greater Than Critical
Steep Slope
Normal Depth Less Than Critical
Critical Slope
Normal Depth Equal to Critical
Horizontal Slope
Zero Slope
Adverse Slope
Negative Slope
Water Surface Profiles
Profile Classification
M Profiles
S Profiles
C Profiles
H Profiles
A Profiles
Profile Characteristics
Asymptotic Behavior
Control Sections
Profile Drawing
Qualitative Analysis
Quantitative Computation
Computation Methods
Direct Step Method
Step-by-Step Procedure
Distance Calculation
Standard Step Method
Iterative Solution
Energy Balance
Numerical Integration
Runge-Kutta Methods
Finite Difference Methods
Rapidly Varied Flow
Hydraulic Jump
Definition and Mechanism
Energy Dissipation
Momentum Conservation
Sequent Depth Relations
Jump Classification
Undular Jump
Weak Jump
Oscillating Jump
Steady Jump
Strong Jump
Jump Location
Natural Location
Forced Location
Applications
Energy Dissipation
Flow Control
Flow Over Weirs
Sharp-Crested Weirs
Rectangular Weirs
Triangular Weirs
Trapezoidal Weirs
Broad-Crested Weirs
Critical Flow Conditions
Discharge Coefficients
Discharge Equations
Head-Discharge Relations
Coefficient Determination
Flow Under Gates
Sluice Gates
Free Flow
Submerged Flow
Discharge Computation
Contraction Coefficients
Velocity Coefficients
Channel Transitions
Contractions
Gradual Contractions
Sudden Contractions
Expansions
Gradual Expansions
Sudden Expansions
Channel Bends
Superelevation
Secondary Currents
Unsteady Flow
Governing Equations
Saint-Venant Equations
Continuity Equation
Momentum Equation
Assumptions and Limitations
Initial Conditions
Boundary Conditions
Wave Propagation
Small Gravity Waves
Wave Celerity
Shallow Water Waves
Wave Types
Kinematic Waves
Diffusion Waves
Dynamic Waves
Wave Attenuation
Wave Dispersion
Flood Routing
Purpose and Applications
Hydrologic Routing
Muskingum Method
Storage-Indication Method
Hydraulic Routing
Method of Characteristics
Finite Difference Methods
Finite Element Methods
Dam-Break Flows
Instantaneous Dam Break
Gradual Dam Break
Flood Wave Propagation
Sediment Transport
Sediment Properties
Particle Size Distribution
Specific Gravity
Shape Factors
Fall Velocity
Initiation of Motion
Critical Shear Stress
Shields Diagram
Critical Velocity
Transport Modes
Bed Load
Rolling
Sliding
Saltation
Transport Equations
Suspended Load
Suspension Mechanisms
Concentration Profiles
Transport Equations
Wash Load
Fine Sediments
Supply Limited
Factors Affecting Transport
Flow Velocity
Shear Stress
Sediment Size
Channel Geometry
Bed Forms
Stable Channel Design
Regime Theory
Kennedy's Method
Lacey's Method
Tractive Force Method
Permissible Velocity Method
Channel Armoring
Erosion Control Measures
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2. Flow in Porous Media
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1. Fundamental Concepts in Fluid Mechanics