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Modelling flows in environmental and civil engineering / F. Kerger ... [et al.], editors.
- Format:
- Book
- Series:
- Environmental science, engineering and technology series.
- Novinka (Series)
- Environmental science, engineering and technology
- Novinka
- Language:
- English
- Subjects (All):
- Hydraulics--Mathematical models.
- Hydraulics.
- Physical Description:
- x, 151 p. : ill.
- Edition:
- 1st ed.
- Place of Publication:
- New York : Nova Science Publishers, Inc., c2010.
- Language Note:
- English
- Summary:
- Civil and environmental engineers make frequent use of mathematical models to handle free-surface hydraulics problems as simulation of river flow and flood prediction. This book underlines that the Drift-Flux Approach is very effective in simulating environmental flows for civil engineering.
- Contents:
- Intro
- MODELLING FLOWS IN ENVIRONMENTAL AND CIVIL ENGINEERING
- CONTENTS
- PREFACE
- ABSTRACT
- INTRODUCTION
- Chapter 1 THREE-DIMENSIONAL DRIFT-FLUX MODEL
- 1.1.LOCAL INSTANT FORMULATION OF THE MATHEMATICAL MODEL FOR TWO-PHASE FLOW
- 1.1.1.Laws of Conservation in Fluid Mechanics
- Reynolds Transport Theorems
- General Balance Equation
- Continuity Equation
- Momentum Equation
- Remark on the Integral Form of the Equations
- Constitutive Equations
- Interfacial Balance Equation
- 1.1.2. Local Instant Formulation
- Field Equations
- Jump Conditions
- 1.1.3. Approaches to Solve Local Instant Formulation
- 1.2. TIME AVERAGING OF THE LOCAL INSTANT FORMULATION
- 1.2.1. Introduction to the Various Methods of Averaging
- Eulerian Time Averaging
- 1.2.2. Eulerian Time Averaging: Mathematical Theory
- Time Domain Analysis and Local Void Fraction
- Definition of Time Average, Phase Average and Weighted Mean Value
- Particular Mean Values
- Fluctuating Component and Mean Values
- Time Average of Derivative
- 1.2.3. Mixture Model Field Equations
- Mixture Continuity Equation
- Diffusion Equation
- Mixture Momentum Conservation Equation
- 1.2.4. Drift-Flux Model Constitutive Laws
- 1.3. SIMPLIFICATIONS OF THE DRIFT-FLUX MODEL
- 1.3.1. Non Dimensional Form of the Drift-flux Model
- 1.3.2. Homogeneous Flow Model
- Chapter 2 TWO-DIMENSIONAL DRIFT-FLUX MODEL
- 2.1. DIMENSIONAL ANALYSIS AND SIMPLIFICATION
- 2.2 DEPTH-INTEGRATED DRIFT-FLUX MODEL
- 2.2.1. Boundary Condition at the Free-Surface and the Bottom
- General Formulation
- Kinematic Boundary Conditions
- Diffusive Boundary Conditions
- Dynamic Boundary Conditions
- 2.2.2. Definition of the Depth-Average and Important Relations.
- 2.2.3. Depth-Integration of the Continuity Equation
- 2.2.4. Depth-Integration of the Diffusion Equation
- 2.2.5. Depth-Integration of the Momentum Equations
- 2.2.6.Convective Flux
- Coefficient of Uneven Distribution
- Covariance Correction Term
- 2.2.7. Pressure Distribution
- 2.3. MOMENT EQUATIONS OF THE DRIFT-FLUX MODEL
- 2.3.1. Moment of the Mixture Continuity Equation
- 2.3.2. Moment of the Diffusion Equation
- 2.3.3. Moment of the Momentum Equations
- 2.4. MULTI-LAYER DEPTH-INTEGRATED DRIFT-FLUX MODEL
- 2.4.1. Boundary Condition at the Interfaces Between Layers
- 2.4.2. Depth-Integration of the Continuity Equation over a Layer
- 2.4.3. Depth-Integration of the Diffusion Equation over a Layer
- 2.4.4. Depth-Integration of the Momentum Equation over a Layer
- Chapter 3 ANALYSIS AND APPLICATION OF DEPTH-INTEGRATED DRIFT-FLUX EQUATIONS
- 3.1. SINGLE-PHASE FLOW
- 3.1.1. Particularized Model
- 3.1.2. Friction Correlations
- 3.1.3.Mathematical Properties of the System
- 3.1.4. Application Examples
- Inundation Mapping
- Dam Break Induced Flood Wave and Inundation Flow
- 3.2. AERATED FLOW AND AIR WATER INTERACTIONS
- 3.2.1. Particularized Model
- 3.2.2. Kinematic Constitutive Equation
- 3.2.3. Friction Correlation: Homogeneous Assumption
- 3.2.4. Mathematical Properties of the System
- 3.2.5.Application to Stepped Spillways
- 3.3. SEDIMENT TRANSPORT AND MORPHODYNAMICS
- 3.3.1. Particularized Model
- 3.3.2. Mathematical Properties of the System
- 3.3.3. Application Examples
- Migration of a Trench Due To Suspended Load
- Bed Load and Suspended Load Transport in a Large Reservoir
- 3.4. MOMENT EQUATIONS
- 3.4.1. Particularized model
- 3.4.2. Mathematical Properties of the System
- 3.4.3. Application Examples
- CONCLUSION
- REFERENCES
- INDEX.
- Blank Page.
- Notes:
- Bibliographic Level Mode of Issuance: Monograph
- Includes bibliographical references (p. [131]-144) and index.
- ISBN:
- 1-61668-490-9
- OCLC:
- 923662694
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