Planning of an Irrigation Project ?
Planning of an Irrigation Project
Once the project is considered feasible, the process of planning starts. Sufficient planning of
all aspects (organisational, technical, agricultural, legal, environmental, and financial) is
essential in all irrigation projects. The process of planning of an irrigation project can be divided
into the following two stages:
(i) Preliminary planning
(ii) Detailed planning.
Preliminary plans, based on available information, are generally approximate but set
the course for detailed planning. Based on preliminary planning, the detailed measurements
are taken and the detailed plans are prepared. Obviously, detailed plans are more accurate.
Alterations in the detailed plans may be necessary at all stages of the project. The preparation
of plans of an irrigation project in an undeveloped region is a complicated task and needs the
expertise of specialists in areas of engineering, agriculture, soil science, and geology.
The
following are the main factors which must be determined accurately during the planning stage
of an irrigation project:
- Type of project and general plan of irrigation works,
- Location, extent and type of irrigable lands
- Irrigation requirements for profitable crop production
- Available water supplies for the project,
- Irrigable (culturable) areas which can be economically supplied with water
- Types and locations of necessary engineering works
- Needs for immediate and future drainage
- Feasibility of hydroelectric power development
- Cost of storage, irrigation, power, and drainage features
- Evaluation of probable power, income, and indirect benefits
- Method of financing the project construction
- Desirable type of construction and development
- Probable annual cost of water to the farmers
- Cost of land preparations and farm distribution systems
- Feasible crops, costs of crop production, and probable crop returns.
Detailed planning,
accurate data on all aspects of the proposed irrigation project are required to work out the
detailed plans and designs of various engineering works and to determine their economic site
locations. Physical data needed for detailed planning are collected by topographic and location
surveys, land and soil investigations and geological explorations (surface as well as subsurface)
at the sites of major engineering works. Results of such surveys are suitably tabulated or
plotted for convenient use in design offices and for planning further field work, if necessary.
Hydrological data are usually determined by extensive studies of all available records and
collecting additional data, if possible. Photographic records of pre-construction (and also during
construction) condition at locations of all engineering works and aerial surveys for dams and
reservoir sites must be supplemented by accurate ground surveys. Geological explorations are
also needed at the sites of dams, reservoirs, and major structures. Such data are useful in
studies of water loss due to leakage and foundation designs. Sources of suitable amounts of
building material (such as earth material, concrete aggregates, etc.) must be located and
explored. In case of insufficient supplies at the site, additional sources must be located.
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