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 |
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 / / 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 | ||
|