弯曲肠灌溉区域的可用性和给水模式

Reni Andayani, Ayu Marlina
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引用次数: 0

摘要

曼谷Endikat灌溉区位于Muara Enim,面积为1,140公顷。Endikat Bengkok灌溉渠道用于灌溉Semendo Barat Ulu地区的四个村庄的稻田,即Segamit, Siring Agung, Arimantai和Fajar Bulan。灌溉水的来源是Endikat Bengkok河,这是Lematang河的一条支流。本研究的目的是分析恩迪kat Bengkok河在恩迪kat Bengkok灌区的充分性和适当的供水组的可用性。主要资料以种植群的形式收集,次要资料以降雨资料和气候资料收集。蒸散量的计算采用Penman法,水分有效性的计算采用F.J. Mock法。有效水量计算表明,4月最大为48.15 m3 / s, 10月最小为2.23 m3 / s,灌溉有效水量(80%可靠流量)不足以灌溉整个恩迪卡特曼谷灌区。最适合的供水组按轮作灌溉规划标准的规定进行。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Ketersediaan dan Pola Pemberian Air pada Daerah Irigasi Endikat Bengkok
Endikat Bengkok irrigation area located in Muara Enim with area of 1,140 ha. The Endikat Bengkok Irrigation channel used to irrigate rice fields in four villages, namely Segamit, Siring Agung, Arimantai and Fajar Bulan, districts of Semendo Barat Ulu. The source of irrigation water are available in the Endikat Bengkok River, which is a subsidiary of the Lematang River. The purpose of this study was to analyze the water availibility in the Endikat Bengkok River for the adequacy of the Endikat Bengkok Irrigation Area, and the appropriate water provision group. Primary data was collected in the form of the planting group, secondary data in the form of rainfall data and climatological data. The calculation of evapotranspiration used the Penman method and the calculation of water availability used the F.J. Mock. From the calculation of water availability showed that the maximum value occurred in April amounted to 48.15 m3 / s and the minimum value occurred in October amounted to 2.23 m3 / s. The availability of water for irrigation (80% dependable flow) is not sufficient to irrigate the entire Endikat Bengkok Irrigation Area. The most suitable water supply group by rotating based on the provisions of the irrigation planning criteria.
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