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Performance diagnosis of Mae Lao irrigation scheme in Thailand (II). Application of the UIWDC model for water distribution system analysis |
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| Authors: | Unggoon Wongtragoon Naritaka Kubo Hajime Tanji |
| Institution: | 1. United Graduate School of Agricultural Science, Tokyo University of Agricultural and Technology, 3-5-8 Saiwai-cho, Tokyo, Fuchu, 183-8509, Japan 2. Water Systems Engineering Laboratory, Tokyo University of Agricultural and Technology, 3-5-8 Saiwai-cho, Tokyo, Fuchu, 183-8509, Japan 3. Laboratory of Coastal Engineering, Department of Geotechnical and Hydraulic Engineering, National Institute for Rural Engineering, 2-1-6 Kannondai, Ibaraki, Tsukuba, 305-8609, Japan |
| Abstract: | The Unsteady Irrigation Water Distribution and Consumption (UIWDC) model is applied to analyze causes of uneven water distribution between the upstream and downstream beneficial areas of the Mae Lao Irrigation Scheme (MLIS). The uneven water distribution may be caused by inadequate water distribution facilities or improper operation rule; therefore, its causes are examined systematically and quantitatively from the aspects of “water allocation” and “operation rule”. The water allocation is considered focusing on the dry season irrigation, where equity and efficiency should be especially balanced because of the scare water resources. The “EQTY index” (the equity index) is defined to widen the range of consideration between the equity and the efficiency, instead of alternative judgment of which has a priority. The operation rule for facilities in the MLIS is assumed considering their capacities, and two coordinate values of “ineffective spillage” and “water deficit” in the scheduled areas are incorporated into operation rule to quantitatively diagnose the system performance. As a result, the original causes of uneven water distribution will presumably be identified. The informative and quantitative results are utilized to set a new benchmark performance of the MLIS for the water distribution. It can be described by the “Expected Ratio of Irrigable Area” (ERIA) and “Present Ratio of Irrigable Area” (PRIA). Based on this standard, the general recommendations can be more concretely proposed to raise the water distribution performance of the MLIS such as by improving distribution facilities and/or by installing vertical pumps. |
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