![]() | 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 |
Much effort has been devoted to the organization or irrigator groups in South Asia over the last two decades. It has been a principal area of interest of national and international institutions associated with irrigation development in that region. Water User Groups are operating very effectively in some areas, and very poorly or not at all in others. The differences can be accounted for partly by cultural factors, there being stronger traditions of collective action in some communities than in others. Another factor is the nature of the irrigation supply, its regularity and its importance in relation to rainfall. Where the supply is reasonably predictable and its distribution within the tertiary command is regulated by long-established well-accepted rules, there is little need for formal organization of water users other than for maintenance of the tertiary channel system. On the other hand, where irrigation distribution is complicated by less predictable supply or where it is supplemental to variable rainfall, there is greater need for cooperation between cultivators within the tertiary command with regard to management of irrigation deliveries. Unfortunately, these are also the circumstances which put most strain on the group. To illustrate, if cultivators have planted in anticipation of normal seasonal rains plus regular supply of supplemental irrigation, only to encounter abnormally low rainfall coupled with less than usual irrigation supply, they are unlikely to conform to group decisions regarding sharing the deficiency, however rational such decisions may be. Faced with serious crop loss each individual is likely to take what irrigation he can get, with consequent breakdown of the group and of the tertiary rotation. Breakdown of the rotation may also occur in the wet season if the primary crop is paddy. Irrigation distribution by continuous small flow to each holding may be more convenient to the cultivator than rotational supply, and in most respects may be equally effective. Such a departure from rotation in the wet season may not be of consequence except for the difficulty of reinstating rotation in the dry season, when it is essential. Aside from stresses imposed on group operation by external factors such as deficiencies in supply, there may be internal problems, political and social. A socially or economically powerful individual or sub-group may unduly influence the functioning of a water user group, to the disadvantage of those of lesser standing.
In spite of the difficulties which have been experienced with water user groups, they are regarded as vital to effective operation of smallholder irrigation systems in many situations. The key question is how assistance may best be provided in their establishment and operation, without detracting from their essential autonomy (Byrnes 1992).
In designing an irrigation system, it is not sufficient to simply stipulate the formation of water user groups, if such are required. The necessary support for group formation and assistance with and monitoring of their operation should also be included as essential project components.