![]() | Design and Operation of Smallholder Irrigation in South Asia (WB, 1995, 134 p.) |
![]() | ![]() | (introduction...) |
![]() | ![]() | Foreword |
![]() | ![]() | Abstract |
![]() | ![]() | Chapter 1 - Introduction |
![]() | ![]() | Chapter 2 - Profile of the smallholder |
![]() | ![]() | Fractionation and consolidation of the smallholding |
![]() | ![]() | Smallholder attitude toward farmer-owned and government systems |
![]() | ![]() | Cultivator willingness to undertake more intensive cultivation |
![]() | ![]() | Smallholder attitude toward credit |
![]() | ![]() | Theft and vandalism of control structures |
![]() | ![]() | Chapter 3 - Land shaping and water distribution at the field level |
![]() | ![]() | Land shaping by the cultivator vs. institutionally |
![]() | ![]() | Land shaping and water management in smallholder irrigation |
![]() | ![]() | Land shaping as a project component |
![]() | ![]() | Chapter 4 - Water supply and demand |
![]() | ![]() | Degree of storage regulation |
![]() | ![]() | Intensity of irrigation |
![]() | ![]() | Crop water requirements and crop water response |
![]() | ![]() | Effective rainfall |
![]() | ![]() | The particular case of water requirements for paddy |
![]() | ![]() | Chapter 5 - Cropping patterns in irrigation design |
![]() | ![]() | The degree of control of selection of crops |
![]() | ![]() | Cropping pattern design and project formulation |
![]() | ![]() | Chapter 6 - Irrigability |
![]() | ![]() | Soil surveys and land classification |
![]() | ![]() | Soil constituents |
![]() | ![]() | Soils problems on irrigation |
![]() | ![]() | (introduction...) |
![]() | ![]() | Saline and alkaline soils |
![]() | ![]() | Expansive days |
![]() | ![]() | Gypsiferous soils |
![]() | ![]() | Acid sulphate soils (cat clays) |
![]() | ![]() | Podzols |
![]() | ![]() | Lateritic soils |
![]() | ![]() | Dune sands |
![]() | ![]() | Chapter 7 - Canal systems for smallholder irrigation |
![]() | ![]() | Introduction and definitions |
![]() | ![]() | (introduction...) |
![]() | ![]() | Designing for variable supply |
![]() | ![]() | Varying demand within the service area |
![]() | ![]() | Allocation of water and establishing water charges |
![]() | ![]() | Capacity of primary and secondary canals and size of irrigation area |
![]() | ![]() | Distribution at the tertiary level |
![]() | ![]() | Background |
![]() | ![]() | Tertiary system design for non-paddy crops |
![]() | ![]() | Tertiary system design for areas primarily under paddy |
![]() | ![]() | Tertiary system design for mixed cropping |
![]() | ![]() | Layout of tertiary channels |
![]() | ![]() | Chapter 8 - Hydraulics of canal regulation and types of control structures |
![]() | ![]() | Background |
![]() | ![]() | Downstream control with limited demand |
![]() | ![]() | Upstream control with rotational delivery |
![]() | ![]() | Hydraulic controls on secondary and tertiary canals |
![]() | ![]() | Downstream control |
![]() | ![]() | Upstream control |
![]() | ![]() | Hydraulic controls on primary canals |
![]() | ![]() | Production of small hydraulic structures |
![]() | ![]() | Chapter 9 - Operation and maintenance |
![]() | ![]() | Introduction |
![]() | ![]() | Inadequate budget for O and M |
![]() | ![]() | Desilting of canals |
![]() | ![]() | Weed control in canals |
![]() | ![]() | Operation of partially completed systems |
![]() | ![]() | Night irrigation |
![]() | ![]() | Monitoring of project performance |
![]() | ![]() | Application of computers to irrigation system operation |
![]() | ![]() | Social and political pressures in system operation |
![]() | ![]() | Chapter 10 - Durability of canal linings |
![]() | ![]() | Reasons for lining |
![]() | ![]() | Causes of deterioration canal linings |
![]() | ![]() | Construction materials for primary and secondary canal linings |
![]() | ![]() | Construction materials and production methods of tertiary canal linings |
![]() | ![]() | Chapter 11 - Construction and maintenance problems of drainage works |
![]() | ![]() | Drainage and the cultivator |
![]() | ![]() | Formal and informal tertiary drainage systems |
![]() | ![]() | Subsurface field drainage |
![]() | ![]() | Primary and secondary drainage |
![]() | ![]() | Chapter 12 - Cultivator organizations |
![]() | ![]() | Cultivator organizations in irrigation system operation |
![]() | ![]() | Traditional organization in village-level irrigation schemes |
![]() | ![]() | Projection from the village-level organization to cultivator organizations in public systems |
![]() | ![]() | Experience and problems with water user groups in public irrigation systems |
![]() | ![]() | Chapter 13 - Village schemes and small tank projects |
![]() | ![]() | Background |
![]() | ![]() | Farmer-constructed diversion systems |
![]() | ![]() | Village schemes with storage |
![]() | ![]() | Chapter 14 - Groundwater development |
![]() | ![]() | Introduction |
![]() | ![]() | Small, individually-owned, suction-mode wells |
![]() | ![]() | Individually owned and group owned force-mode wells |
![]() | ![]() | Large capacity public tubewells |
![]() | ![]() | Technical problems in design and construction of medium and large tubewells |
![]() | ![]() | Water distribution from medium tubewells |
![]() | ![]() | Functions of the tubewell operator |
![]() | ![]() | Power supply problems |
![]() | ![]() | Comparison of medium and large wells |
![]() | ![]() | Chapter 15 - Conjunctive use of surface and groundwater |
![]() | ![]() | Definitions |
![]() | ![]() | Direct conjunctive use |
![]() | ![]() | Indirect conjunctive use |
![]() | ![]() | Chapter 16 - Pumped lift irrigation distribution |
![]() | ![]() | Background |
![]() | ![]() | The application of individually owned small pumping units |
![]() | ![]() | Centralized pumped-lift systems |
![]() | ![]() | Chapter 17 - Technical and operational improvements in rehabilitation of irrigation projects |
![]() | ![]() | Introduction |
![]() | ![]() | The dam and reservoir |
![]() | ![]() | The canal system |
![]() | ![]() | Drainage |
![]() | ![]() | Introduction of high technology irrigation methods |
![]() | ![]() | Chapter 18 - Ecological and riparian factors in irrigation development |
![]() | ![]() | Introduction |
![]() | ![]() | Ecological issues in groundwater development |
![]() | ![]() | Surface water development |
![]() | ![]() | Riparian issues |
![]() | ![]() | References |
![]() | ![]() | Distributors of world bank publications |
The degree of flexibility provided in operation of the canal supply system and the level down to which supply can be matched to demand have been discussed earlier. In schemes which have limited storage regulation, or none, variations in supply to the canal system are largely externally imposed. On the other hand where there is a high degree of storage regulation, variations in supply to the system can be largely controlled. Delivery to the tertiary in either case is generally regulated through pre-arranged schedules, subject to availability of water.
Within the tertiary command itself delivery to the individual farm can also be strictly in accordance with a established rotation, or it may be modified to suit individual needs. In a scheme in which supply to the canal system is highly regulated and predictable, and in which delivery to the individual farmer is strictly in accordance with a fixed schedule, the need for cultivator organization is minimal, other than for communal maintenance activities and general policing of the tertiary system. However, in schemes where supply is less predictable, requiring frequent changes in rotational deliveries within the tertiary or where effort is made to meet the water needs of the individual cultivator by modification of rotations, some degree of cultivator organization is necessary. Such day to day operational modifications within the tertiary command could not be effectively managed by irrigation department staff.
Whether or not cultivator organizations have a part to play outside of the tertiary command, for instance in management of operation of the secondary canal, may be debated. But within the tertiary command, such organizations are often essential. The issues are how effectively they operate, and what assistance they may need to become more effective. To date their performance in major public irrigation systems has been mixed (Sunder 1990).