A Study on the Water Resources Assessment for Irrigation Scheme in Malawi
DC Field | Value | Language |
---|---|---|
dc.contributor.author | 안성식 | - |
dc.contributor.author | 김진홍 | - |
dc.date.available | 2019-03-08T05:37:46Z | - |
dc.date.issued | 2018 | - |
dc.identifier.issn | 2288-7202 | - |
dc.identifier.uri | https://scholarworks.bwise.kr/cau/handle/2019.sw.cau/2510 | - |
dc.description.abstract | Generally, in terms of the development of irrigation scheme, the efficient water resource management that supplies the irrigation water in consideration of the required time and accurate quantity to grow the crop should be conducted. The water resource assessment should precede to supply the irrigation water efficiently. The water resources assessment is divided into the water requirement analysis and the water availability assessment. In case of Korea, the major crop is paddy rice unlike crops of Africa, such as sugarcane, maize, and cassava, etc. Because it is not familiar with the method for upland irrigation development in tropical area, it needs to know the water resources assessment for irrigation scheme development about these crops. The Natama Scheme in Chiradzulu District of the Southern Malawi was selected as study area, which has tropical climate. From the collected meteorological data, the evapotranspiration was analyzed by Penman-Monteith Method and the effective rainfall was analyzed by USDA Soil Conservation Service Method. This study displays the results that for study area, the evapotranspiration varies from 2.80 mm/day to 5.51 mm/day and the effective rainfall varied from 2.1mm to 149.0mm. According to the selected crop (Green Maize, Dry Maize), the unit water requirement (UWR) and water demand (WD) considering the irrigation efficiency, irrigation time and irrigation area were estimated to be 0.00122 m3/s/ha and 0.0122 m3/s respectively. For the water availability assessment, the runoff of Natama scheme was calculated by specific yield method. The water availability was evaluated through reviewed differences of discharge between Q80intake and Total WD, and the irrigation water can be supplied sufficiently in the existing 10ha of Natama scheme. As a result of reviewing the extensibility of irrigable area, total WD of scheme is 0.02313 m3/s, and Q80intake is 0.02387 m3/s (Q80intake > Total WD). Therefore, Natama scheme can be extended from 10 ha to 17 ha in the dry season in consideration of the Q80intake. | - |
dc.format.extent | 9 | - |
dc.publisher | 국제문화기술진흥원 | - |
dc.title | A Study on the Water Resources Assessment for Irrigation Scheme in Malawi | - |
dc.type | Article | - |
dc.identifier.doi | 10.17703//IJACT2018.6.3.178 | - |
dc.identifier.bibliographicCitation | The International Journal of Advanced Culture Technology, v.6, no.3, pp 178 - 186 | - |
dc.identifier.kciid | ART002389805 | - |
dc.description.isOpenAccess | N | - |
dc.citation.endPage | 186 | - |
dc.citation.number | 3 | - |
dc.citation.startPage | 178 | - |
dc.citation.title | The International Journal of Advanced Culture Technology | - |
dc.citation.volume | 6 | - |
dc.subject.keywordAuthor | Unit water requirement | - |
dc.subject.keywordAuthor | Water availability assessment | - |
dc.subject.keywordAuthor | Upland irrigation in tropical climate | - |
dc.description.journalRegisteredClass | kciCandi | - |
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