posted on 2008-10-01, 10:49authored byS.D. Gorantiwar, Ian Smout
This paper focuses on irrigation schemes under rotational water supply in arid
and semiarid regions. It presents a methodology for developing plans for optimum
allocation of land area and water, considering performance measures such as productivity,
equity and adequacy. These irrigation schemes are characterized by limited water supply
and heterogeneity in soils, crops, climate and water distribution network, etc. The
methodology proposed in this paper, therefore, uses a previously developed simulation–
optimization model (Area and Water Allocation Model, AWAM) that considers the
heterogeneity of the irrigation scheme in the allocation process, and modifies this to take
account of equity and adequacy of supply to irrigated areas. The AWAM model has four
phases to be executed separately for each set of irrigation interval over the irrigation season:
1. generation of irrigation strategies for each crop–soil–region combination (CSR unit), 2.
preparation of irrigation programmes for each irrigation strategy, 3. selection of specified
number of irrigation programmes for each CSR unit and 4. optimum allocation of land area
and water to different parts of the irrigation scheme (allocation units) for maximizing
productivity. In the modified AWAM model, the adequacy is included at Phase-2 (by
including only the irrigation programmes for full irrigation of each CSR unit) and equity is
included at Phase-4 (by including the constraints for equity). The paper briefly discusses the
applicability of the modified AWAM model for a case study of Nazare medium irrigation
scheme in Southern India. The results of the case study indicated that the performance
measures of productivity, equity and adequacy conflict with each other.
History
School
Architecture, Building and Civil Engineering
Research Unit
Water, Engineering and Development Centre (WEDC)
Citation
GORANTIWAR, S.D. and SMOUT, I.K. 2006. Model for performance based land area and water
allocation within irrigation schemes. Irrigation and Drainage Systems, 20, pp.345-360. [DOI 10.1007/s10795-006-9012-0]