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Check dam construction for sustainable watershed management and planning / / edited by Zhanbin Li, Peng Li, Yang Yu, Peng Shi, and Guillaume Piton
| Check dam construction for sustainable watershed management and planning / / edited by Zhanbin Li, Peng Li, Yang Yu, Peng Shi, and Guillaume Piton |
| Edizione | [First edition,] |
| Pubbl/distr/stampa | Hoboken, NJ : , : Wiley, , 2022 |
| Descrizione fisica | 1 online resource (xii, 307 pages) |
| Disciplina | 627/.8 |
| Soggetto topico |
Dams - Design and construction
Soil conservation Watershed management |
| ISBN |
1-119-74244-7
1-119-74243-9 1-119-74242-0 |
| Formato | Materiale a stampa  |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Nota di contenuto |
Cover -- Title Page -- Copyright Page -- Contents -- Notes on Contributors -- Preface -- Section I Dam Development -- Chapter 1 The Formation and Development of a Dam System in a Small Watershed in the Loess Plateau -- 1.1. INTRODUCTION -- 1.2. HISTORICAL EVOLUTION OF DAM SYSTEM CONSTRUCTION IN THE LOESS PLATEAU -- 1.2.1. Western Zhou Dynasty -- 1.2.2. Ming and Qing Dynasty -- 1.2.3. The Period of the Republic of China -- 1.3. CONSTRUCTION AND DEVELOPMENT OF CHECK DAMS SINCE THE FOUNDING OF THE PEOPLE'S REPUBLIC OF CHINA -- 1.3.1. First Stage (1949-1957) -- 1.3.2. Second Stage (1958-1970) -- 1.3.3. The Third Stage (1971-1985) -- 1.3.4. The Fourth Stage (1986-1995) -- 1.3.5. The Fifth Stage (After 2000) -- 1.4. CHARACTERISTICS OF CHECK DAM CONSTRUCTION IN THE NEW PERIOD -- 1.4.1. Carrying Out Dam System Construction and Comprehensive Watershed Management Simultaneously -- 1.4.2. Establish of Typical Demonstration Dam System from Point to Region -- 1.4.3. Enriching and Developing the Theory of Check Dams and Standardizing Construction -- 1.5. ACHIEVEMENTS IN THE CONSTRUCTION OF CHECK DAMS IN THE LOESS PLATEAU -- 1.5.1. Development History of Check Dam Construction in the Loess Plateau -- 1.5.2. Distribution According to Key Areas of Water and Soil Erosion -- 1.6. EVOLUTION AND ITINERARY OF THE DAM SYSTEM IN A TYPICAL SMALL WATERSHED -- 1.6.1. Historical Analysis of the Evolution of Jiuyuangou Dam System -- 1.6.2. Historical Analysis of Wangmaogou Dam System Evolution -- 1.7. CONSTRAINTS ON THE SAFETY AND STABILITY OF DAM SYSTEMS IN SMALL WATERSHEDS IN THE LOESS PLATEAU -- 1.7.1. Existing Check Dams' Severe Aging, and Low Capacity for Flood Control and Sediment Reduction -- 1.7.2. Unreasonable Layout, Unsuitable Facilities, and Low Standards of Dam System -- 1.7.3. Severe Salinization and Low Utilization Rate of Dam Land.
1.7.4. Lagging Management and Maintenance of Check Dams -- 1.7.5. Construction Period and Quality Affected Because of the Lag in Preliminary Work -- 1.7.6. Imperfect Theory of Dam System Construction and Certain Key Technical Problems Remain Unresolved -- References -- Chapter 2 Water and Soil Conservation by Check Dam Construction -- 2.1. Introduction -- 2.2. Method -- 2.3. Flood Detention and Water Storage Effects of the Check Dam System -- 2.3.1. Infiltration Characteristics Under Different Land-Use Conditions -- 2.3.2. Impact of Check Dam on the Runoff Process in Watersheds -- 2.4. Analysis of Sediment Retention and Water Storage by Check Dam System -- 2.4.1. Precipitation Analysis -- 2.4.2. Sediment Retention of Dam Systems in Small Watersheds -- 2.5. Analysis of Sediment Retaining Measures on Slopes in Small Watersheds -- 2.6. Analysis of Water Storage and Utilization of Dam Systems in Small Watersheds -- 2.7. Effects of Check Dam on Water and Soil Conservation in the Wuding River Watershed -- 2.7.1. Check Dam Construction in Wuding River Watershed -- 2.7.2. Long-Term Changes in Precipitation, Runoff, and Sediment in Wuding River Watershed -- 2.7.3. Simulation of Check Dam on Runoff and Sediment Regulation by SWAT Model -- 2.8. Discussion -- 2.9. Conclusion -- References -- Chapter 3 Regulating the Effect of a Check Dam Systemon Sediment Redistribution -- 3.1. Introduction -- 3.2. Method -- 3.3. Particle-Size Analysis of Sediment in Dams -- 3.3.1. Statistical Characteristics of Soil Particle Size in Dams -- 3.3.2. Texture Classification of Sediment in Dam -- 3.3.3. Coarseness of Soil Particles in Dams -- 3.4. Soil Particle and Fractal Characteristics in Dams -- 3.4.1. The Fractal Dimension Distribution of Soil Particles in Dams -- 3.4.2. Relation Between the Fractal Dimension and the Composition of Soil Particles in Dams. 3.5. Relation Between Soil Particles' Fractal Dimension and Soil Properties -- 3.6. Sedimentation Characteristics of Different Types of Single Dams -- 3.6.1. Sedimentation Characteristics of Dams with a Drainage Structure -- 3.6.2. Sedimentation Characteristics of Dams with a Spillway -- 3.6.3. Sedimentation Characteristics of Check Dams -- 3.7. Sedimentation Characteristics of Dam According to Dam System -- 3.7.1. Sedimentation Characteristics of Dams Under Different Cascade Modes -- 3.7.2. Sedimentation Characteristics Under Different Channel Levels -- 3.7.3. Sedimentation Characteristics Under Different Dam Systems -- 3.8. Soil Sedimentation Characteristics of the Dam System -- 3.9. Conclusion -- References -- Chapter 4 An Analysis of Sediment Sources and Water-Sediment Retarding Effects of Check Dams -- 4.1. Introduction -- 4.2. Method -- 4.3. Sediment Source Identification in Typical Small Basins -- 4.3.1. Sediment Sources in the Yuanzigou Basin of Inner Mongolia -- 4.3.2. Sediment Sources in the Yuanping Basin of Hengshan County -- 4.3.3. Sediment Sources for the Nianyangou Basin in Suide County -- 4.4. An Analysis of Sediment Sources in a Small Basin of the Loess Plateau -- 4.4.1. The Huangfuchuan Basin -- 4.4.2. Wuding River Basin -- 4.4.3 Yanhe River Basin -- 4.4.4 Other Basins -- 4.5. Flood Detention and Sediment Trapping Effect of Check Dams Following a Typical Rainstorm in Suide on July 26 in 2017 -- 4.5.1. The Typical Rainstorm in Suide on July 26 in 2017 -- 4.5.2. Check Dam Construction in the Rainstorm Area on July 26 in Northern Shaanxi Province -- 4.5.3. Flood Detention and Sediment Trapping of Check Dams -- 4.5.4. Characteristics and Causes of Check Dam Damage Under Heavy Rain -- 4.6. Sand Blocking Effect of Check Dams in the Typical Rainstorm of Suide County on July 15 in 2012 -- 4.6.1. Rainstorm Flood in Suide on July 15. 4.6.2. Sediment Retention Analysis of Check Dams During the Rainstorm in Jiuyuangou Basin on July 15 -- 4.6.3 Sedimentation Characteristics of Dams During the Rainstorm Flood -- 4.7 Conclusion -- References -- Chapter 5 The Regulation of Check Dam System in Erosion Dynamic Process -- 5.1. Introduction -- 5.2. Method and Materials -- 5.2.1. Governing Equations and Numerical Schemes -- 5.2.2. Overflow Weir Treatment -- 5.2.3. Research Site and Data -- 5.2.4. Scenarios Overview -- 5.2.5. Evaluation Metrics -- 5.2.6. Performance Metrics of Model Accuracy -- 5.3. Quantitative Assessment of Check Dam System Impacts on Catchment Flood Characteristics -- 5.3.1. Flood Simulation in the Wangmaogou Catchment -- 5.3.2. Peak Discharge and Runoff Volume -- 5.3.3. Runoff Lag Times -- 5.3.4. Maximum Discharge and Corresponding Location Along the Main Channel -- 5.3.5. Relationship Between Channel Connectivity and Outlet Runoff Characteristics -- 5.4. The Regulation of Check Dam System in Erosion Dynamic Process -- 5.4.1. Dynamic Parameters of Channel Erosion -- 5.4.2. Average Velocity of Runoff Varies Along the Channel -- 5.4.3. The Shear Stress of Runoff Varies Along the Channel -- 5.4.4. The Runoff Power Varies Along the Channel -- 5.4.5. The Runoff Kinetic Energy Varies Along the Channel -- 5.4.6. The Runoff Erosion Power Varies Along the Channel -- 5.5. Variation Process of Hydrodynamic Parameters Before and After the Silt Dam with Time -- 5.5.1. Variation Process of Velocity -- 5.5.2. Variation Process of Runoff Shear Stress -- 5.5.3. Variation Process of Runoff Power -- 5.5.4. Variation Process of Runoff Kinetic Energy -- 5.6. Conclusion -- References -- Section II Dam Erosion Processes and Dynamics -- Chapter 6 The Mechanism of Erosion Reduction by Check Dam -- 6.1. RESEARCH PROBLEM AND WORKING CONDITION DESIGN -- 6.1.1. Problem Description. 6.1.2. Working Condition Design -- 6.1.3. Model Building -- 6.2. PEAK CUTTING AND FLOOD DETENTION EFFICIENCY OF WARPING DAMS -- 6.2.1. Storage Capacity Threshold for Spillway Control -- 6.2.2. Peak Cutting and Flood Detention Efficiency of Dam Site Control -- 6.3. SILT INTERCEPTION EFFICIENCY OF SILT DAM -- 6.3.1. Sediment Interception Efficiency -- 6.3.2. Direct Sedimentation Efficiency of the Dam -- 6.3.3. Indirect Erosion Reduction Efficiency of Dam -- 6.4. DIFFERENCES IN SCOURING AND SILTING PATTERNS ON THE DAM -- 6.4.1. Erosion and Deposition Process on the Dam -- 6.4.2. Final Distribution Law of Sediment -- 6.5. CONCLUSION -- REFERENCES -- Chapter 7 The Mechanism of Water Damage of Check Dam -- 7.1. Introduction -- 7.1.1. Water Loss Characteristics and Cause Analysis of Check Dams in Loess Plateau -- 7.1.2. Analysis on the Forms and Causes of Check Dam Break -- 7.1.3. Development History of Check Dams on the Loess Plateau -- 7.2. Experiment on Dam Damage Mechanism Caused by Cavitation Erosion of Water Discharge Structure -- 7.2.1. Overview of the Experiment -- 7.2.2. Results Analysis -- 7.3. Safety Stability Analysis of Check Dam -- 7.3.1. Explanation of the Theoretical Model -- 7.3.2. Results of Numerical Simulation Calculation -- 7.4. Simulation of Check Dam Break -- 7.4.1. Description of Model -- 7.4.2. Result Analysis -- 7.5. Conclusion -- References -- Chapter 8 Flood Control Risk Assessment on Warping Dam Systems -- 8.1 Introduction -- 8.2 Composition and Determination of Flood Control Risk Assessment System for Warping Dams -- 8.2.1 Construction of Risk Assessment Index System for Warping Dams -- 8.2.2 Assessment Index Calculation and Standardization -- 8.2.3 Indicator Weight Determination Based on Fuzzy Analytic Hierarchy Process -- 8.3 Flood Control Risk Assessment of Warping Dam System in Jiuyuangou Watershed. 8.3.1 Risk Calculation and Risk-Level Standard Classification. |
| Record Nr. | UNINA-9910830679103321 |
| Hoboken, NJ : , : Wiley, , 2022 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
| ||
Check dams, morphological adjustments and erosion control in torrential streams [[electronic resource] /] / Carmelo Consesa Garcia and Mario Aristide Lenzi, editors
| Check dams, morphological adjustments and erosion control in torrential streams [[electronic resource] /] / Carmelo Consesa Garcia and Mario Aristide Lenzi, editors |
| Pubbl/distr/stampa | New York, : Nova Science, c2010 |
| Descrizione fisica | 1 online resource (353 p.) |
| Disciplina | 627/.8 |
| Altri autori (Persone) |
Consesa GarciaCarmelo
LenziMario A (Mario Aristide) |
| Collana | Environmental science, engineering and technology series |
| Soggetto topico |
Dams
Stream channelization Soil conservation |
| Soggetto genere / forma | Electronic books. |
| ISBN | 1-61761-749-0 |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Nota di contenuto |
""CHECK DAMS, MORPHOLOGICALADJUSTMENTS AND EROSION CONTROLIN TORRENTIAL STREAMS""; ""CONTENTS""; ""PREFACE""; ""ABOUT THE EDITORS""; ""TRADITIONAL USES OF CHECK DAMS:A GLOBAL AND HISTORICAL INTRODUCTION""; ""ABSTRACT""; ""INTRODUCTION""; ""SETTINGS""; ""MATERIALS""; ""FUNCTIONS""; ""CONCLUSION""; ""REFERENCES""; ""CRITERIA FOR OPTIMIZING CHECK DAM LOCATIONAND MAINTENANCE REQUIREMENTS""; ""ABSTRACT""; ""2.1. INTRODUCTION""; ""2.2. FACTORS INFLUENCING CHECK DAM LOCATION""; ""2.3. ENVIRONMENTAL IMPACTS OF CHECK DAMS""; ""2.4. DESIGN CRITERIA FOR CHECK DAM STRUCTURES""
""2.4.1. Distance between Check Dams and Effective Check Dam Height""""2.4.2. Drainage Area""; ""2.4.3. Height""; ""2.4.4. Number of Check Dams Needed Along a Channel""; ""2.4.5. Maximum Discharge and Spillway Dimensions""; ""2.4.6. Spillway Design""; ""2.5. THE EFFECT OF POROUS CHECK DAMS ON FINE SEDIMENTRETENTION""; ""2.6. STABILITY OF CHECK DAMS""; ""2.6.1. Gravity or Bulk Dams""; ""2.6.2. Temporary Check Dams""; ""2.7. MAINTENANCE CONSIDERATIONS""; ""2.7.1. Erosion Control""; ""2.7.2. Size of Gully and Its Relationship to a Torrent"" ""2.7.3. Criteria for the Selection of Gully Control Measures""""2.7.4. Criteria for Protection Measures""; ""CONCLUSIONS""; ""REFERENCES""; ""MODERN STRATEGIES FOR TORRENT CONTROL:SLIT AND W-WEIR CHECK DAMS""; ""ABSTRACT""; ""INTRODUCTION""; ""HYDRAULIC BEHAVIOUR OF A SLIT CHECK DAM""; ""THE CONTROL PROBLEM FOR A SLIT CHECK DAM WITHA LINEAR CROSS-SECTION""; ""THE DESIGN PROBLEM FOR A SLIT CHECK DAM WITH ALINEAR CROSS-SECTION""; ""SLIT CHECK DAM WITH AN HYPERBOLIC CROSS-SECTION""; ""HYDRAULIC BEHAVIOUR OF A W-WEIR CHECK DAM""; ""EXPERIMENTAL INVESTIGATION ON W-WEIR""; ""CONCLUSION"" ""REFERENCES""""CHECK DAMS IN THE TORRENT CONTROL PRACTICEIN SMALL MOUNTAINOUS CATCHMENTS""; ""ABSTRACT""; ""1. INTRODUCTION""; ""1.1. Basic Characteristics of Torrents""; ""1.2. Torrent Control Systems""; ""2. CHECK DAMS FOR TORRENT CONTROL IN MOUNTAINOUSCATCHMENTS""; ""2.1. The Role and Types of Check Dams""; ""2.2. Check Dams in Classical European System for Torrent Control""; ""3. SOME PROBLEMS OF CHECK DAMS DESIGN""; ""3.1. The Determination of the Distance between the Check Dams in theTorrent Bed""; ""Some Formulas for the Calculation of the Slope of Siltation"" ""4. CONTEMPORARY TRENDS AND TYPES OF CHECK DAMS FORTORRENT CONTROL IN EUROPE"" |
| Record Nr. | UNINA-9910465083303321 |
| New York, : Nova Science, c2010 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
| ||
Check dams, morphological adjustments and erosion control in torrential streams [[electronic resource] /] / Carmelo Consesa Garcia and Mario Aristide Lenzi, editors
| Check dams, morphological adjustments and erosion control in torrential streams [[electronic resource] /] / Carmelo Consesa Garcia and Mario Aristide Lenzi, editors |
| Pubbl/distr/stampa | New York, : Nova Science, c2010 |
| Descrizione fisica | 1 online resource (353 p.) |
| Disciplina | 627/.8 |
| Altri autori (Persone) |
Consesa GarciaCarmelo
LenziMario A (Mario Aristide) |
| Collana | Environmental science, engineering and technology series |
| Soggetto topico |
Dams
Stream channelization Soil conservation |
| ISBN | 1-61761-749-0 |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Nota di contenuto |
""CHECK DAMS, MORPHOLOGICALADJUSTMENTS AND EROSION CONTROLIN TORRENTIAL STREAMS""; ""CONTENTS""; ""PREFACE""; ""ABOUT THE EDITORS""; ""TRADITIONAL USES OF CHECK DAMS:A GLOBAL AND HISTORICAL INTRODUCTION""; ""ABSTRACT""; ""INTRODUCTION""; ""SETTINGS""; ""MATERIALS""; ""FUNCTIONS""; ""CONCLUSION""; ""REFERENCES""; ""CRITERIA FOR OPTIMIZING CHECK DAM LOCATIONAND MAINTENANCE REQUIREMENTS""; ""ABSTRACT""; ""2.1. INTRODUCTION""; ""2.2. FACTORS INFLUENCING CHECK DAM LOCATION""; ""2.3. ENVIRONMENTAL IMPACTS OF CHECK DAMS""; ""2.4. DESIGN CRITERIA FOR CHECK DAM STRUCTURES""
""2.4.1. Distance between Check Dams and Effective Check Dam Height""""2.4.2. Drainage Area""; ""2.4.3. Height""; ""2.4.4. Number of Check Dams Needed Along a Channel""; ""2.4.5. Maximum Discharge and Spillway Dimensions""; ""2.4.6. Spillway Design""; ""2.5. THE EFFECT OF POROUS CHECK DAMS ON FINE SEDIMENTRETENTION""; ""2.6. STABILITY OF CHECK DAMS""; ""2.6.1. Gravity or Bulk Dams""; ""2.6.2. Temporary Check Dams""; ""2.7. MAINTENANCE CONSIDERATIONS""; ""2.7.1. Erosion Control""; ""2.7.2. Size of Gully and Its Relationship to a Torrent"" ""2.7.3. Criteria for the Selection of Gully Control Measures""""2.7.4. Criteria for Protection Measures""; ""CONCLUSIONS""; ""REFERENCES""; ""MODERN STRATEGIES FOR TORRENT CONTROL:SLIT AND W-WEIR CHECK DAMS""; ""ABSTRACT""; ""INTRODUCTION""; ""HYDRAULIC BEHAVIOUR OF A SLIT CHECK DAM""; ""THE CONTROL PROBLEM FOR A SLIT CHECK DAM WITHA LINEAR CROSS-SECTION""; ""THE DESIGN PROBLEM FOR A SLIT CHECK DAM WITH ALINEAR CROSS-SECTION""; ""SLIT CHECK DAM WITH AN HYPERBOLIC CROSS-SECTION""; ""HYDRAULIC BEHAVIOUR OF A W-WEIR CHECK DAM""; ""EXPERIMENTAL INVESTIGATION ON W-WEIR""; ""CONCLUSION"" ""REFERENCES""""CHECK DAMS IN THE TORRENT CONTROL PRACTICEIN SMALL MOUNTAINOUS CATCHMENTS""; ""ABSTRACT""; ""1. INTRODUCTION""; ""1.1. Basic Characteristics of Torrents""; ""1.2. Torrent Control Systems""; ""2. CHECK DAMS FOR TORRENT CONTROL IN MOUNTAINOUSCATCHMENTS""; ""2.1. The Role and Types of Check Dams""; ""2.2. Check Dams in Classical European System for Torrent Control""; ""3. SOME PROBLEMS OF CHECK DAMS DESIGN""; ""3.1. The Determination of the Distance between the Check Dams in theTorrent Bed""; ""Some Formulas for the Calculation of the Slope of Siltation"" ""4. CONTEMPORARY TRENDS AND TYPES OF CHECK DAMS FORTORRENT CONTROL IN EUROPE"" |
| Record Nr. | UNINA-9910791837303321 |
| New York, : Nova Science, c2010 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
| ||
Check dams, morphological adjustments and erosion control in torrential streams [[electronic resource] /] / Carmelo Consesa Garcia and Mario Aristide Lenzi, editors
| Check dams, morphological adjustments and erosion control in torrential streams [[electronic resource] /] / Carmelo Consesa Garcia and Mario Aristide Lenzi, editors |
| Edizione | [1st ed.] |
| Pubbl/distr/stampa | New York, : Nova Science, c2010 |
| Descrizione fisica | 1 online resource (353 p.) |
| Disciplina | 627/.8 |
| Altri autori (Persone) |
Consesa GarciaCarmelo
LenziMario A (Mario Aristide) |
| Collana | Environmental science, engineering and technology series |
| Soggetto topico |
Dams
Stream channelization Soil conservation |
| ISBN | 1-61761-749-0 |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Nota di contenuto |
""CHECK DAMS, MORPHOLOGICALADJUSTMENTS AND EROSION CONTROLIN TORRENTIAL STREAMS""; ""CONTENTS""; ""PREFACE""; ""ABOUT THE EDITORS""; ""TRADITIONAL USES OF CHECK DAMS:A GLOBAL AND HISTORICAL INTRODUCTION""; ""ABSTRACT""; ""INTRODUCTION""; ""SETTINGS""; ""MATERIALS""; ""FUNCTIONS""; ""CONCLUSION""; ""REFERENCES""; ""CRITERIA FOR OPTIMIZING CHECK DAM LOCATIONAND MAINTENANCE REQUIREMENTS""; ""ABSTRACT""; ""2.1. INTRODUCTION""; ""2.2. FACTORS INFLUENCING CHECK DAM LOCATION""; ""2.3. ENVIRONMENTAL IMPACTS OF CHECK DAMS""; ""2.4. DESIGN CRITERIA FOR CHECK DAM STRUCTURES""
""2.4.1. Distance between Check Dams and Effective Check Dam Height""""2.4.2. Drainage Area""; ""2.4.3. Height""; ""2.4.4. Number of Check Dams Needed Along a Channel""; ""2.4.5. Maximum Discharge and Spillway Dimensions""; ""2.4.6. Spillway Design""; ""2.5. THE EFFECT OF POROUS CHECK DAMS ON FINE SEDIMENTRETENTION""; ""2.6. STABILITY OF CHECK DAMS""; ""2.6.1. Gravity or Bulk Dams""; ""2.6.2. Temporary Check Dams""; ""2.7. MAINTENANCE CONSIDERATIONS""; ""2.7.1. Erosion Control""; ""2.7.2. Size of Gully and Its Relationship to a Torrent"" ""2.7.3. Criteria for the Selection of Gully Control Measures""""2.7.4. Criteria for Protection Measures""; ""CONCLUSIONS""; ""REFERENCES""; ""MODERN STRATEGIES FOR TORRENT CONTROL:SLIT AND W-WEIR CHECK DAMS""; ""ABSTRACT""; ""INTRODUCTION""; ""HYDRAULIC BEHAVIOUR OF A SLIT CHECK DAM""; ""THE CONTROL PROBLEM FOR A SLIT CHECK DAM WITHA LINEAR CROSS-SECTION""; ""THE DESIGN PROBLEM FOR A SLIT CHECK DAM WITH ALINEAR CROSS-SECTION""; ""SLIT CHECK DAM WITH AN HYPERBOLIC CROSS-SECTION""; ""HYDRAULIC BEHAVIOUR OF A W-WEIR CHECK DAM""; ""EXPERIMENTAL INVESTIGATION ON W-WEIR""; ""CONCLUSION"" ""REFERENCES""""CHECK DAMS IN THE TORRENT CONTROL PRACTICEIN SMALL MOUNTAINOUS CATCHMENTS""; ""ABSTRACT""; ""1. INTRODUCTION""; ""1.1. Basic Characteristics of Torrents""; ""1.2. Torrent Control Systems""; ""2. CHECK DAMS FOR TORRENT CONTROL IN MOUNTAINOUSCATCHMENTS""; ""2.1. The Role and Types of Check Dams""; ""2.2. Check Dams in Classical European System for Torrent Control""; ""3. SOME PROBLEMS OF CHECK DAMS DESIGN""; ""3.1. The Determination of the Distance between the Check Dams in theTorrent Bed""; ""Some Formulas for the Calculation of the Slope of Siltation"" ""4. CONTEMPORARY TRENDS AND TYPES OF CHECK DAMS FORTORRENT CONTROL IN EUROPE"" |
| Record Nr. | UNINA-9910823792303321 |
| New York, : Nova Science, c2010 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
| ||
Dam failure mechanisms and risk assessment / / Limin Zhang [and three others]
| Dam failure mechanisms and risk assessment / / Limin Zhang [and three others] |
| Autore | Zhang L. M (Limin) |
| Pubbl/distr/stampa | Singapore : , : Wiley, , 2016 |
| Descrizione fisica | 1 online resource (499 p.) |
| Disciplina | 627/.8 |
| Collana | THEi Wiley ebooks |
| Soggetto topico | Dam failures |
| ISBN |
1-118-55854-5
1-5231-1469-X 1-118-55853-7 1-118-55852-9 |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Nota di contenuto | Dams and their components -- Statistical analysis of failures of constructed embankment dams -- Statistical analysis of failures of landslide dams -- Statistical analysis of failures of concrete dams -- Statistical analysis of failures of dikes -- Internal erosion in dams and their foundations -- Mechanics of overtopping erosion of dams -- Dam breach modeling -- Analysis of dam-breaching flood routing -- Analysis of probability of failure of dams -- Vulnerability to dam-breaching floods -- Dam failure risk assessment -- Dam failure contingency risk management -- Case study : risk-based decision making for the tangjiashan landslide dam failure. |
| Record Nr. | UNINA-9910134878303321 |
Zhang L. M (Limin)
|
||
| Singapore : , : Wiley, , 2016 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
| ||
Dam failure mechanisms and risk assessment / / Limin Zhang [and three others]
| Dam failure mechanisms and risk assessment / / Limin Zhang [and three others] |
| Autore | Zhang L. M (Limin) |
| Pubbl/distr/stampa | Singapore : , : Wiley, , 2016 |
| Descrizione fisica | 1 online resource (499 p.) |
| Disciplina | 627/.8 |
| Collana | THEi Wiley ebooks |
| Soggetto topico | Dam failures |
| ISBN |
1-118-55854-5
1-5231-1469-X 1-118-55853-7 1-118-55852-9 |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Nota di contenuto | Dams and their components -- Statistical analysis of failures of constructed embankment dams -- Statistical analysis of failures of landslide dams -- Statistical analysis of failures of concrete dams -- Statistical analysis of failures of dikes -- Internal erosion in dams and their foundations -- Mechanics of overtopping erosion of dams -- Dam breach modeling -- Analysis of dam-breaching flood routing -- Analysis of probability of failure of dams -- Vulnerability to dam-breaching floods -- Dam failure risk assessment -- Dam failure contingency risk management -- Case study : risk-based decision making for the tangjiashan landslide dam failure. |
| Record Nr. | UNINA-9910828291103321 |
|
Zhang L. M (Limin)
|
||
| Singapore : , : Wiley, , 2016 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
| ||
Dam foundation grouting [[electronic resource] /] / by Kenneth D. Weaver, Donald A. Bruce
| Dam foundation grouting [[electronic resource] /] / by Kenneth D. Weaver, Donald A. Bruce |
| Autore | Weaver Ken (Kenneth D.) |
| Edizione | [Rev. and expanded ed.] |
| Pubbl/distr/stampa | Reston, VA, : ASCE Press, c2007 |
| Descrizione fisica | 1 online resource (494 p.) |
| Disciplina | 627/.8 |
| Altri autori (Persone) | BruceDonald A |
| Soggetto topico |
Dams - Foundations
Grouting |
| Soggetto genere / forma | Electronic books. |
| ISBN | 0-7844-7114-2 |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Nota di contenuto |
""Contents""; ""Preface""; ""Acknowledgments""; ""Chapter 1. Introduction""; ""1.1 The Basics""; ""1.2 A History of Grouting""; ""1.2.1 Origins in Europe""; ""1.2.2 The Early History of Grouting in the United States""; ""1.2.3 Later History of Grouting in the United States""; ""1.2.4 Late 20th Century Advances""; ""1.3 Essential Elements of a Good Grouting Project""; ""1.4 Grouting as Exploration""; ""1.5 Computer Applications""; ""Chapter 2. Geologic and Geohydrologic Considerations""; ""2.1 Site Geology and Geohydrology Must Be Understood""
""2.2 Site Investigations for Grouting Program Design""""2.2.1 Regional Geologic Review""; ""2.2.2 Photointerpretation""; ""2.2.3 Geologic Mapping""; ""2.2.4 Geophysical Surveys""; ""2.2.5 Direct Subsurface Geologic Investigations""; ""2.2.6 Geohydrologic Studies""; ""2.2.7 Geologic Interpretation""; ""2.3 Permeability Assessment for Grouting Programs""; ""2.4 Geologic Conditions Affecting Grouting Programs""; ""2.4.1 Sedimentary Rock Foundations""; ""2.4.2 Soluble Rocks""; ""2.4.3 Volcanic and Pyroclastic Rocks""; ""2.4.4 Granitic and Metamorphic Rocks""; ""2.4.5 Tectonic Features"" ""2.4.6 Steep or Unstable Slopes""""2.4.7 Unconsolidated Deposits""; ""Chapter 3. Conceptual Design Considerations""; ""3.1 General Considerations""; ""3.2 Test Grouting""; ""3.3 Grout Curtain Depth""; ""3.4 Grout Curtain Length""; ""3.5 Grout Hole Spacing""; ""3.6 Grout Hole Orientation""; ""3.7 Single-Row Versus Multiple-Row Curtains""; ""3.8 Grout Caps and Cutoff Walls""; ""3.9 Grout Galleries""; ""3.10 Blanket Grouting and Consolidation Grouting""; ""3.11 Design Standards""; ""3.11.1 Generalized Guidelines""; ""3.11.2 Quantitatively Engineered Grout Curtains"" ""Chapter 4. Grouting Materials""""4.1 Introduction and Classification""; ""4.2 Water""; ""4.3 Category 1 Materials: Particulate Grouts""; ""4.3.1 Cements""; ""4.3.2 Pozzolans""; ""4.3.3 Clays""; ""4.3.4 Inert Fillers""; ""4.3.5 Chemical Admixtures""; ""4.4 Category 2 Materials: Colloidal Solutions""; ""4.5 Category 3 Materials: True Solutions""; ""4.5.1 Acrylic Resins""; ""4.5.2 Phenolic Resins""; ""4.5.3 Aminoplastic Resins""; ""4.5.4 Polyurethane Resins""; ""4.6 Category 4 Materials: Miscellaneous""; ""4.6.1 Hot Melts (Bitumens)""; ""4.6.2 Polyesters""; ""4.6.3 Epoxies"" ""4.6.4 Montan Wax""""4.6.5 Silicones""; ""4.6.6 Silacsols""; ""4.6.7 Precipitation Grouts""; ""4.7 Final Remarks""; ""Chapter 5. Basics of Particulate Grout Mix Design, Testing, and Performance""; ""5.1 Basic Properties and Parameters""; ""5.1.1 Rheology""; ""5.1.2 A Little More on Rheology""; ""5.1.3 Bleed (Settlement or Sedimentation)""; ""5.1.4 Pressure Filtration""; ""5.1.5 Water-Repellent and Antiwashout Characteristics""; ""5.1.6 Prevention of Particle Agglomeration""; ""5.1.7 Hydration Control""; ""5.1.8 Prevention of Filler Segregation""; ""5.1.9 Matrix Porosity"" ""5.1.10 Grain Size"" |
| Record Nr. | UNINA-9910458173703321 |
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Weaver Ken (Kenneth D.)
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| Reston, VA, : ASCE Press, c2007 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
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Dams / / by Virginia Loh-Hagan
| Dams / / by Virginia Loh-Hagan |
| Autore | Loh-Hagan Virginia |
| Pubbl/distr/stampa | Ann Arbor, Michigan : , : Cherry Lake Publishing, , [2017] |
| Descrizione fisica | 1 online resource (24 pages) : illustrations |
| Disciplina | 627/.8 |
| Collana | 21st century junior library. Extraordinary engineering |
| Soggetto topico |
Dams
Dams - Design and construction |
| ISBN | 1-63472-229-9 |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Nota di contenuto | What are dams? -- How do buttresses push back on water? -- How does gravity push back on water? -- How do arches push back on water? -- Try this! |
| Record Nr. | UNINA-9910154840603321 |
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Loh-Hagan Virginia
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| Ann Arbor, Michigan : , : Cherry Lake Publishing, , [2017] | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
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Dams [[electronic resource] ] : impacts, stability and design / / Walter P. Hayes and Michael C. Barnes, editors
| Dams [[electronic resource] ] : impacts, stability and design / / Walter P. Hayes and Michael C. Barnes, editors |
| Pubbl/distr/stampa | New York, : Nova Science Publishers, c2009 |
| Descrizione fisica | 1 online resource (287 p.) |
| Disciplina | 627/.8 |
| Altri autori (Persone) |
HayesWalter P
BarnesMichael C |
| Soggetto topico |
Dams
Dam safety |
| Soggetto genere / forma | Electronic books. |
| ISBN | 1-60876-732-9 |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Nota di contenuto |
""Dams: Impacts, Stability and Design""; ""Contents""; ""Preface""; ""Reducing the Impacts of Hydroelectric Dams on Juvenile Anadromous Fishes:Bioengineering Evaluation Using Acoustic Imaging in the Columbia River, USA""; ""Abstract""; ""Introduction""; ""Study Area""; ""General Acoustic Imaging Methods""; ""Fish Behaviors""; ""Fish Passage Rates""; ""Fish Entrainment Zones""; ""Fish and Flow Relationships""; ""Conclusion""; ""Acknowledgements""; ""References""; ""Effects of Jet Grouting on Wetland Invertebrates at Mormon Island Auxiliary Dam, Folsom, California""; ""Abstract""
""Introduction""""Methods""; ""Results""; ""Conclusion""; ""Appendix A""; ""Acknowledgments""; ""References""; ""Bankfull Hydraulic Geometry Adjustments Caused by Check Dams for Ephemeral Channels (South-East Spain, Western Mediterranean)""; ""Abstract""; ""Introduction""; ""Study Area""; ""Methodology""; ""Results and Discussion""; ""Conclusions""; ""Acknowledgments""; ""References""; ""Embankment Overflow Protection Systems and Earth Dam Spillways""; ""1. Introduction""; ""2. Embankment Dam Overflow Systems (1) the Minimum Energy Loss Weird Design"" ""3. Embankment Dam Overflow Systems (2) Concrete Macro-Roughness Elements""""4. Embankment Dam Overflow Systems (3) Embankment Overflow Stepped Spillways""; ""5. Embankment Dam Overflow Systems (4) Earth Dam Spillways with Pre-Cast Concrete Blocks""; ""6. Design Considerations""; ""7. Conclusion""; ""Appendix I - Professor Gordon Reinecke McKay (1913-1989)""; ""References""; ""Internet References""; ""Discrete Element Method for the Force Distribution in a Concrete-Faced Rockfill Dam""; ""Abstract""; ""1. Concrete-faced Rockfill Dams in China""; ""2. Fundamental Study on Rockfill"" ""3. Tsinghua DEM Simulation (THDEM)""""4. A Small-scale CFRD Preparation""; ""5. Force Distributions in the Rockfill""; ""6. Conclusions""; ""Acknowledgements""; ""References""; ""Erosive and Environmental Impact of Hydrological Correction Check Dam""; ""Abstract""; ""1. Introduction and Aims""; ""2. Area of Study""; ""3. Methodology""; ""4. Results""; ""5. Conclusion""; ""6. Acknowedgements""; ""7. References""; ""Changes in a River-Coastal Aquifer System and Saltwater Intrusion Risk Related with Recent Dam Construction (Motril-Salobrena Aquifer, Spain)""; ""Abstract""; ""Introduction"" ""Geographical and Hydrogeological Setting""""Rules Dam""; ""Impacts of the Rules Dam""; ""Conclusion""; ""Acknowledgments""; ""References""; ""Analysis of Factors Influencing the Extent of Hydrological Changes of Annual Maximum and Minimum Flow Downstream from Dams in Quebec""; ""Abstract""; ""I. Introduction""; ""II. Methodology""; ""III. Results""; ""IV. Discussion and Conclusion""; ""References""; ""Growing More Rice with Less Water in Asia: Identifying and Exploring Opportunities through System of Rice Intensification""; ""Abstract""; ""Introduction"" ""Biological Mechanism of Water-Saving Agriculture and SRI Cultural Practices"" |
| Record Nr. | UNINA-9910452162003321 |
| New York, : Nova Science Publishers, c2009 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
| ||
Dams [[electronic resource] ] : impacts, stability and design / / Walter P. Hayes and Michael C. Barnes, editors
| Dams [[electronic resource] ] : impacts, stability and design / / Walter P. Hayes and Michael C. Barnes, editors |
| Pubbl/distr/stampa | New York, : Nova Science Publishers, c2009 |
| Descrizione fisica | 1 online resource (287 p.) |
| Disciplina | 627/.8 |
| Altri autori (Persone) |
HayesWalter P
BarnesMichael C |
| Soggetto topico |
Dams
Dam safety |
| ISBN | 1-60876-732-9 |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Nota di contenuto |
""Dams: Impacts, Stability and Design""; ""Contents""; ""Preface""; ""Reducing the Impacts of Hydroelectric Dams on Juvenile Anadromous Fishes:Bioengineering Evaluation Using Acoustic Imaging in the Columbia River, USA""; ""Abstract""; ""Introduction""; ""Study Area""; ""General Acoustic Imaging Methods""; ""Fish Behaviors""; ""Fish Passage Rates""; ""Fish Entrainment Zones""; ""Fish and Flow Relationships""; ""Conclusion""; ""Acknowledgements""; ""References""; ""Effects of Jet Grouting on Wetland Invertebrates at Mormon Island Auxiliary Dam, Folsom, California""; ""Abstract""
""Introduction""""Methods""; ""Results""; ""Conclusion""; ""Appendix A""; ""Acknowledgments""; ""References""; ""Bankfull Hydraulic Geometry Adjustments Caused by Check Dams for Ephemeral Channels (South-East Spain, Western Mediterranean)""; ""Abstract""; ""Introduction""; ""Study Area""; ""Methodology""; ""Results and Discussion""; ""Conclusions""; ""Acknowledgments""; ""References""; ""Embankment Overflow Protection Systems and Earth Dam Spillways""; ""1. Introduction""; ""2. Embankment Dam Overflow Systems (1) the Minimum Energy Loss Weird Design"" ""3. Embankment Dam Overflow Systems (2) Concrete Macro-Roughness Elements""""4. Embankment Dam Overflow Systems (3) Embankment Overflow Stepped Spillways""; ""5. Embankment Dam Overflow Systems (4) Earth Dam Spillways with Pre-Cast Concrete Blocks""; ""6. Design Considerations""; ""7. Conclusion""; ""Appendix I - Professor Gordon Reinecke McKay (1913-1989)""; ""References""; ""Internet References""; ""Discrete Element Method for the Force Distribution in a Concrete-Faced Rockfill Dam""; ""Abstract""; ""1. Concrete-faced Rockfill Dams in China""; ""2. Fundamental Study on Rockfill"" ""3. Tsinghua DEM Simulation (THDEM)""""4. A Small-scale CFRD Preparation""; ""5. Force Distributions in the Rockfill""; ""6. Conclusions""; ""Acknowledgements""; ""References""; ""Erosive and Environmental Impact of Hydrological Correction Check Dam""; ""Abstract""; ""1. Introduction and Aims""; ""2. Area of Study""; ""3. Methodology""; ""4. Results""; ""5. Conclusion""; ""6. Acknowedgements""; ""7. References""; ""Changes in a River-Coastal Aquifer System and Saltwater Intrusion Risk Related with Recent Dam Construction (Motril-Salobrena Aquifer, Spain)""; ""Abstract""; ""Introduction"" ""Geographical and Hydrogeological Setting""""Rules Dam""; ""Impacts of the Rules Dam""; ""Conclusion""; ""Acknowledgments""; ""References""; ""Analysis of Factors Influencing the Extent of Hydrological Changes of Annual Maximum and Minimum Flow Downstream from Dams in Quebec""; ""Abstract""; ""I. Introduction""; ""II. Methodology""; ""III. Results""; ""IV. Discussion and Conclusion""; ""References""; ""Growing More Rice with Less Water in Asia: Identifying and Exploring Opportunities through System of Rice Intensification""; ""Abstract""; ""Introduction"" ""Biological Mechanism of Water-Saving Agriculture and SRI Cultural Practices"" |
| Record Nr. | UNINA-9910779515203321 |
| New York, : Nova Science Publishers, c2009 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
| ||
