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Modelling flows in environmental and civil engineering / F. Kerger ... [et al.], editors.

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Format:
Book
Contributor:
Kerger, F.
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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