|
|
|
|
|
|
|
|
|
1. |
Record Nr. |
UNINA9910800187703321 |
|
|
Autore |
Depeweg Herman |
|
|
Titolo |
Sediment transport in irrigation canals : a new approach / / Herman Depeweg, UNESCO-IHE, Delft, The Netherlands, Krishna P. Paudel, Consolidate Management Services, Nepal, Nestor Mendez V., Universidad Centro Occidental Lisandro Alvarado, Barquisimeto, Venezuela |
|
|
|
|
|
|
|
Pubbl/distr/stampa |
|
|
Leiden, The Netherlands : , : CRC Press/Balkema, , [2015] |
|
©2015 |
|
|
|
|
|
|
|
|
|
ISBN |
|
1-317-60150-5 |
1-138-47514-9 |
1-315-74750-2 |
|
|
|
|
|
|
|
|
Edizione |
[First edition.] |
|
|
|
|
|
Descrizione fisica |
|
1 online resource (309 p.) |
|
|
|
|
|
|
Collana |
|
UNESCO-IHE Lecture Note Series |
Balkema Book |
|
|
|
|
|
|
|
|
Disciplina |
|
|
|
|
|
|
|
|
Soggetti |
|
Sediment transport - Mathematical models |
Irrigation canals and flumes |
|
|
|
|
|
|
|
|
Lingua di pubblicazione |
|
|
|
|
|
|
Formato |
Materiale a stampa |
|
|
|
|
|
Livello bibliografico |
Monografia |
|
|
|
|
|
Note generali |
|
|
|
|
|
|
Nota di bibliografia |
|
Includes bibliographical references. |
|
|
|
|
|
|
Nota di contenuto |
|
Front Cover; Table of Contents; LIST OF FIGURES; LIST OF TABLES; PREFACE; 1. INTRODUCTION; 2. OPEN CHANNEL FLOW; 3. SEDIMENT PROPERTIES; 4. DESIGN CRITERIA FOR IRRIGATION CANALS; 5. SEDIMENT TRANSPORT CONCEPTS; 6. SETRIC, A MATHEMATICAL MODEL FOR SEDIMENT TRANSPORT IN IRRIGATION CANALS; 7. THE SEDIMENT TRANSPORT MODEL AND ITS APPLICATIONS; REFERENCES; SYMBOLS; APPENDIX A: METHODS TO ESTIMATE THE TOTAL SEDIMENT TRANSPORT CAPACITY IN IRRIGATION CANALS; APPENDIX B: METHODS TO PREDICT THE FRICTION FACTOR; APPENDIX C: HYDRAULIC DESIGN OF IRRIGATION CANALS |
APPENDIX D: DESCRIPTION OF THE MAIN ASPECTS OF THE REGIME THEORYAPPENDIX E: GLOSSARY RELATED TO SEDIMENT TRANSPORT; APPENDIX F: FLOW DIAGRAMS |
|
|
|
|
|
|
|
|
Sommario/riassunto |
|
Sediment transport in irrigation canals influences to a great extent the |
|
|
|
|
|
|
|
|
|
|
sustainability of an irrigation system. Unwanted erosion or deposition will not only increase maintenance costs, but may also lead to unfair, unreliable and unequitable distribution of irrigation water to the end users. Proper knowledge of the characteristics, including behaviour and transport of sediment will help to design irrigation systems, plan effi cient and reliable water delivery schedules, to have a controlled deposition of sediments, to estimate and arrange maintenance activities, etc. The main aim of these lect |
|
|
|
|
|
| |