Hydraulic engineering :: structural applications, numerical modeling and environmental impacts /
Gespeichert in:
Weitere Verfasser: | , |
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Format: | Elektronisch E-Book |
Sprache: | English |
Veröffentlicht: |
New York :
Nova Science Publishers, Inc.,
[2010]
|
Schriftenreihe: | Engineering tools, techniques and tables.
|
Schlagworte: | |
Online-Zugang: | Volltext |
Beschreibung: | 1 online resource. |
Bibliographie: | Includes bibliographical references and index. |
ISBN: | 9781611223224 1611223229 |
Internformat
MARC
LEADER | 00000cam a2200000 i 4500 | ||
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003 | OCoLC | ||
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245 | 0 | 0 | |a Hydraulic engineering : |b structural applications, numerical modeling and environmental impacts / |c Gerhard Hirsch and Bernd Kappel, editors. |
264 | 1 | |a New York : |b Nova Science Publishers, Inc., |c [2010] | |
300 | |a 1 online resource. | ||
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490 | 1 | |a Engineering tools, techniques and tables series | |
504 | |a Includes bibliographical references and index. | ||
588 | |a Description based on print version record. | ||
546 | |a English. | ||
505 | 0 | |a 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. | |
505 | 8 | |a 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. | |
505 | 8 | |a 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. | |
505 | 8 | |a 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. | |
505 | 8 | |a 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. | |
505 | 8 | |a 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. | |
650 | 0 | |a Hydraulic engineering. |0 http://id.loc.gov/authorities/subjects/sh85063305 | |
650 | 6 | |a Technologie hydraulique. | |
650 | 7 | |a hydraulic engineering. |2 aat | |
650 | 7 | |a TECHNOLOGY & ENGINEERING |x Hydraulics. |2 bisacsh | |
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650 | 7 | |a Hydraulics |2 fast | |
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700 | 1 | |a Hirsch, Gerhard, |d 1959- |e editor. |0 http://id.loc.gov/authorities/names/n2009078500 | |
700 | 1 | |a Kappel, Bernd, |d 1964- |e editor. |0 http://id.loc.gov/authorities/names/n2009078567 | |
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Datensatz im Suchindex
DE-BY-FWS_katkey | ZDB-4-EBA-on1162017195 |
---|---|
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adam_text | |
any_adam_object | |
author2 | Hirsch, Gerhard, 1959- Kappel, Bernd, 1964- |
author2_role | edt edt |
author2_variant | g h gh b k bk |
author_GND | http://id.loc.gov/authorities/names/n2009078500 http://id.loc.gov/authorities/names/n2009078567 |
author_facet | Hirsch, Gerhard, 1959- Kappel, Bernd, 1964- |
building | Verbundindex |
bvnumber | localFWS |
callnumber-first | T - Technology |
callnumber-label | TC145 |
callnumber-raw | TC145 |
callnumber-search | TC145 |
callnumber-sort | TC 3145 |
callnumber-subject | TC - Hydraulic and Ocean Engineering |
collection | ZDB-4-EBA |
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. |
ctrlnum | (OCoLC)1162017195 |
dewey-full | 627 |
dewey-hundreds | 600 - Technology (Applied sciences) |
dewey-ones | 627 - Hydraulic engineering |
dewey-raw | 627 |
dewey-search | 627 |
dewey-sort | 3627 |
dewey-tens | 620 - Engineering and allied operations |
discipline | Bauingenieurwesen |
format | Electronic eBook |
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id | ZDB-4-EBA-on1162017195 |
illustrated | Not Illustrated |
indexdate | 2024-11-27T13:29:56Z |
institution | BVB |
isbn | 9781611223224 1611223229 |
language | English |
lccn | 2020676317 |
oclc_num | 1162017195 |
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owner_facet | MAIN DE-863 DE-BY-FWS |
physical | 1 online resource. |
psigel | ZDB-4-EBA |
publishDate | 2010 |
publishDateSearch | 2010 |
publishDateSort | 2010 |
publisher | Nova Science Publishers, Inc., |
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series | Engineering tools, techniques and tables. |
series2 | Engineering tools, techniques and tables series |
spelling | Hydraulic engineering : structural applications, numerical modeling and environmental impacts / Gerhard Hirsch and Bernd Kappel, editors. New York : Nova Science Publishers, Inc., [2010] 1 online resource. text txt rdacontent computer c rdamedia online resource cr rdacarrier Engineering tools, techniques and tables series 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. Hydraulic engineering. http://id.loc.gov/authorities/subjects/sh85063305 Technologie hydraulique. hydraulic engineering. aat TECHNOLOGY & ENGINEERING Hydraulics. bisacsh Hydraulic engineering fast Hydraulics fast Génie hydraulique. ram Hirsch, Gerhard, 1959- editor. http://id.loc.gov/authorities/names/n2009078500 Kappel, Bernd, 1964- editor. http://id.loc.gov/authorities/names/n2009078567 has work: Hydraulic engineering (Text) https://id.oclc.org/worldcat/entity/E39PCFTGpqMDqxqyWBhDDMYpj3 https://id.oclc.org/worldcat/ontology/hasWork Print version: Hydraulic engineering New York : Nova Science Publishers, c2010. 9781608768257 (hardcover) (DLC) 2009048924 Engineering tools, techniques and tables. http://id.loc.gov/authorities/names/no2011012899 FWS01 ZDB-4-EBA FWS_PDA_EBA https://search.ebscohost.com/login.aspx?direct=true&scope=site&db=nlebk&AN=539252 Volltext |
spellingShingle | Hydraulic engineering : structural applications, numerical modeling and environmental impacts / Engineering tools, techniques and tables. 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. Hydraulic engineering. http://id.loc.gov/authorities/subjects/sh85063305 Technologie hydraulique. hydraulic engineering. aat TECHNOLOGY & ENGINEERING Hydraulics. bisacsh Hydraulic engineering fast Hydraulics fast Génie hydraulique. ram |
subject_GND | http://id.loc.gov/authorities/subjects/sh85063305 |
title | Hydraulic engineering : structural applications, numerical modeling and environmental impacts / |
title_auth | Hydraulic engineering : structural applications, numerical modeling and environmental impacts / |
title_exact_search | Hydraulic engineering : structural applications, numerical modeling and environmental impacts / |
title_full | Hydraulic engineering : structural applications, numerical modeling and environmental impacts / Gerhard Hirsch and Bernd Kappel, editors. |
title_fullStr | Hydraulic engineering : structural applications, numerical modeling and environmental impacts / Gerhard Hirsch and Bernd Kappel, editors. |
title_full_unstemmed | Hydraulic engineering : structural applications, numerical modeling and environmental impacts / Gerhard Hirsch and Bernd Kappel, editors. |
title_short | Hydraulic engineering : |
title_sort | hydraulic engineering structural applications numerical modeling and environmental impacts |
title_sub | structural applications, numerical modeling and environmental impacts / |
topic | Hydraulic engineering. http://id.loc.gov/authorities/subjects/sh85063305 Technologie hydraulique. hydraulic engineering. aat TECHNOLOGY & ENGINEERING Hydraulics. bisacsh Hydraulic engineering fast Hydraulics fast Génie hydraulique. ram |
topic_facet | Hydraulic engineering. Technologie hydraulique. hydraulic engineering. TECHNOLOGY & ENGINEERING Hydraulics. Hydraulic engineering Hydraulics Génie hydraulique. |
url | https://search.ebscohost.com/login.aspx?direct=true&scope=site&db=nlebk&AN=539252 |
work_keys_str_mv | AT hirschgerhard hydraulicengineeringstructuralapplicationsnumericalmodelingandenvironmentalimpacts AT kappelbernd hydraulicengineeringstructuralapplicationsnumericalmodelingandenvironmentalimpacts |