FirstCity
Welcome to First City University College Library iPortal | library@firstcity.edu.my | +603-7735 2088 (Ext. 519)
Amazon cover image
Image from Amazon.com

Hydraulic engineering : structural applications, numerical modeling and environmental impacts / Gerhard Hirsch and Bernd Kappel, editors.

Contributor(s): Material type: TextTextSeries: Engineering tools, techniques and tablesPublisher: New York : Nova Science Publishers, Inc., [2010]Description: 1 online resourceContent type:
  • text
Media type:
  • computer
Carrier type:
  • online resource
ISBN:
  • 9781611223224
  • 1611223229
Subject(s): Genre/Form: Additional physical formats: Print version:: Hydraulic engineeringDDC classification:
  • 627 22
LOC classification:
  • TC145
Online resources:
Contents:
HYDRAULIC ENGINEERING STRUCTURAL APPLICATIONS, NUMERICAL MODELING AND ENVIRONMENTAL IMPACTS; HYDRAULIC ENGINEERING STRUCTURAL APPLICATIONS, NUMERICAL MODELING AND ENVIRONMENTAL IMPACTS; CONTENTS; PREFACE ; AN EXTENDED SHALLOW-WATER-LIKE MODEL APPLIED TO FLOWS IN ENVIRONMENTAL AND CIVIL ENGINEERING; ABSTRACT; INTRODUCTION ; PART I. THREE-DIMENSIONAL DRIFT-FLUX MODEL ; 1.1. Local Instant Formulation of the Mathematical Model for Two-Phase Flow ; 1.2. Approaches to Solve Local Instant Formulation ; 1.3. Time Averaging of the Local Instant Formulation.
PART II. 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; Moment of the Momentum Equations ; 2.4 Multi-Layer Depth-Integrated Drift-Flux Model ; 2.4.1 Boundary Condition at the Interfaces between Layers ; Kinematic Boundary Conditions ; Dynamic Boundary Conditions ; 2.4.2 Depth-Integration of the Continuity Equation over a Layer ; 2.4.3 Depth-integration of the Diffusion Equation over a Layer ; Depth-Integration of the Momentum Equation over a Layer.
PART III. 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 ; MOMENT EQUATIONS ; Particularized Model ; 3.4.2 Mathematical Properties of the System ; 3.4.3 Application Examples ; CONCLUSION; REFERENCES.
INTERACTING INFILTRATION DEVICES (FIELD ANALYSIS, EXPERIMENTAL OBSERVATION AND NUMERICAL MODELLING): PREDICTION OF SEEPAGE (OVERLAND FLOW) LOCATIONS, MECHANISMS AND VOLUMES -- IMPLICATIONS FOR SUDS, GROUNDWATER RAISING PROJECTS AND CARBON SEQUESTRATION PROJECTS.
Star ratings
    Average rating: 0.0 (0 votes)
No physical items for this record

Includes bibliographical references and index.

Description based on print version record.

English.

HYDRAULIC ENGINEERING STRUCTURAL APPLICATIONS, NUMERICAL MODELING AND ENVIRONMENTAL IMPACTS; HYDRAULIC ENGINEERING STRUCTURAL APPLICATIONS, NUMERICAL MODELING AND ENVIRONMENTAL IMPACTS; CONTENTS; PREFACE ; AN EXTENDED SHALLOW-WATER-LIKE MODEL APPLIED TO FLOWS IN ENVIRONMENTAL AND CIVIL ENGINEERING; ABSTRACT; INTRODUCTION ; PART I. THREE-DIMENSIONAL DRIFT-FLUX MODEL ; 1.1. Local Instant Formulation of the Mathematical Model for Two-Phase Flow ; 1.2. Approaches to Solve Local Instant Formulation ; 1.3. Time Averaging of the Local Instant Formulation.

PART II. 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; Moment of the Momentum Equations ; 2.4 Multi-Layer Depth-Integrated Drift-Flux Model ; 2.4.1 Boundary Condition at the Interfaces between Layers ; Kinematic Boundary Conditions ; Dynamic Boundary Conditions ; 2.4.2 Depth-Integration of the Continuity Equation over a Layer ; 2.4.3 Depth-integration of the Diffusion Equation over a Layer ; Depth-Integration of the Momentum Equation over a Layer.

PART III. 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 ; MOMENT EQUATIONS ; Particularized Model ; 3.4.2 Mathematical Properties of the System ; 3.4.3 Application Examples ; CONCLUSION; REFERENCES.

INTERACTING INFILTRATION DEVICES (FIELD ANALYSIS, EXPERIMENTAL OBSERVATION AND NUMERICAL MODELLING): PREDICTION OF SEEPAGE (OVERLAND FLOW) LOCATIONS, MECHANISMS AND VOLUMES -- IMPLICATIONS FOR SUDS, GROUNDWATER RAISING PROJECTS AND CARBON SEQUESTRATION PROJECTS.

eBooks on EBSCOhost EBSCO eBook Subscription Academic Collection - Worldwide