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Planning and evaluation of irrigation projects : methods and implementation /
Planning and Evaluation of Irrigation Projects: Methods and Implementation presents the considerations, options and factors necessary for effective implementation of irrigation strategies, going further to provide methods for evaluating the efficiency of systems-in-place for remedial correction as n...
| Clasificación: | Libro Electrónico |
|---|---|
| Autores principales: | , , |
| Formato: | Electrónico eBook |
| Idioma: | Inglés |
| Publicado: |
London :
Academic Press,
2017.
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| Temas: | |
| Acceso en línea: | Texto completo |
Tabla de Contenidos:
- Front Cover; Planning and Evaluation of Irrigation Projects; Dedication; Planning and Evaluationof Irrigation Projects Methods and Implementation; Copyright; Contents; Preface; Acknowledgments; 1
- INTRODUCTION; 1.1 IRRIGATION: DEFINITION, FUNCTIONS, ADVANTAGES, AND DISADVANTAGES; 1.2 IRRIGATION PLANNING; 1.3 NEED OF EVALUATION: BENCHMARKING AND WATER AUDITING; 1.4 ORGANIZATION OF THIS BOOK; 2
- IRRIGATION PROJECT PLANNING; 2.1 PLANNING STAGES; 2.1.1 PROJECT IDENTIFICATION; 2.1.2 PROJECT PREPARATION AND ANALYSIS; 2.1.3 PROJECT APPRAISAL; 2.1.4 PROJECT IMPLEMENTATION.
- 2.1.5 MONITORING AND EVALUATION2.2 INVESTIGATION PHASES AND DATA COLLECTION; 2.2.1 DATA COLLECTION; 2.3 SCOPE OF WORK FOR PLANNING OR PREFEASIBILITY REPORT STAGE; 2.4 SCOPE OF WORK FOR DETAILED INVESTIGATION OR DETAILED PROJECT REPORT STAGE; 2.4.1 ACTIVITIES FOR THE PREPARATION OF DETAILED PROJECT REPORT; 2.4.2 DELIVERABLES AND IMPLEMENTATION PLAN TO BE INCORPORATED IN DETAILED PROJECT REPORT; 2.5 FACTORS AFFECTING THE DEVELOPMENT OF IRRIGATION FACILITIES; 2.5.1 SOIL; 2.5.2 CLIMATE; 2.5.3 TOPOGRAPHY; 2.5.4 WATER SOURCE; 2.5.5 WATER QUANTITY; 2.5.6 WATER QUALITY; 2.5.7 CROP(S) TO BE CULTIVATED.
- 2.5.8 ENERGY2.5.9 LABOR; 2.5.10 CAPITAL; 2.5.11 ECONOMIC FACTOR; 2.5.12 ENVIRONMENTAL ASPECTS; 2.5.13 NATIONAL POLICY AND PRIORITY; 2.5.14 SOCIOCULTURAL ASPECTS; 2.5.15 INSTITUTIONAL INFRASTRUCTURE; REFERENCES; 3
- BASIC HYDRAULIC COMPUTATIONS; 3.1 BASIC TERMINOLOGY; 3.1.1 CLASSIFICATION OF OPEN CHANNEL FLOW; 3.2 CONSERVATION LAWS; 3.2.1 LAW OF MASS CONSERVATION OR CONTINUITY EQUATION; 3.2.2 LAW OF MOMENTUM CONSERVATION; 3.2.2.1 Specific Force; 3.2.3 LAW OF ENERGY CONSERVATION; 3.2.3.1 Steady-State Flow Equation; 3.2.3.2 Specific Energy Equation; 3.2.3.3 Application of Specific Energy.
- 3.2.3.3.1 Channel Transition3.3 HYDRAULIC JUMP; 3.3.1 ELEMENTS OF HYDRAULIC JUMP; 3.3.1.1 Chaurasia (2003); 3.3.1.2 Swamee and Rathie (2004); 3.4 COMPUTATION OF CRITICAL DEPTH; 3.5 UNIFORM FLOW COMPUTATION; 3.5.1 COMPUTATION OF NORMAL DEPTH; 3.5.1.1 Explicit Method of Computing the Normal Depth; 3.6 GRADUALLY VARIED FLOW; 3.6.1 CLASSIFICATION OF GRADUALLY VARIED FLOW; 3.6.2 COMPUTATION OF GRADUALLY VARIED FLOW OR WATER LEVEL PROFILE; 3.6.2.1 Direct Integration Method; 3.6.2.2 Direct Step Method; 3.6.2.3 Standard Step Method; 3.6.2.4 Predictor-Corrector Method; 3.7 CONCLUDING REMARKS.