规划优化规划苏门答腊西部县域灌区

A. Hidayat, Deri Ferdina
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引用次数: 1

摘要

索洛县规划灌溉网,其中灌溉面积为3738公顷。主要运河分布在几个地区,即43个灌溉渠道,17个水坝,7个水库和2个湖泊,在索洛克摄政仍在运作。索洛县的贫困率仍然很高,达到27,487%。资料包括KayuAro 10年降水资料、Bayur海湾方法学、Padang Panjang地球物理资料和KayuAro气象站10年气候学资料的二次资料。计算方法为theissen降雨强度法、修正Penman法蒸散发量法、DR.FJ模拟法可靠流量法、种植方式、灌溉需水量法。获得的最有效和最优的种植模式是PADI-PADI-CORN,三级田(NFR三级田)的灌溉需水量大,在9月2日为0 - 1546 ltr / sec / ha,最大值为1546 ltr / sec / ha,而取水口(DR)的灌溉需水量在9月2日为0 - 2378 ltr / sec / ha,最大值为2378 ltr / sec / ha。保定基灌溉网规划可利用的骨干流量非常丰富,灌溉骨干流量(Q80)在4月1日最大,为10.482 ltr / sec / ha, 12月2日最小,为3930 ltr / sec / ha。综合以上主干道流量结果可知,主干道流量Q80与灌溉需水量之间的水平衡存在较大盈余
本文章由计算机程序翻译,如有差异,请以英文原文为准。
PLANNING OPTIMIZATION PLANNING IRIGATION AREA OF SOLOK SUMATERA WEST REGENCY
Solok Regency irrigation network planning which has an area of irrigation land of 3738 ha. The main canals are spread in several areas, namely 43 Irrigation Channels, 17 Dams, 7 Reservoirs and 2 lakes which are still functioning in Solok Regency. The poverty rate in Solok Regency is still quite high, reaching 27,487%. The data includes secondary data on 10-year rainfall data from KayuAro, Bayur Maritime Bay Methodology, Padang Panjang Geophysics and 10-year climatology from KayuAro Climatology Station. The calculation method used is the intensity of theissen rainfall method, Evapotranspiration of the modified Penman method, the reliable discharge of the DR.FJ Mock method, the cropping pattern, and the need for irrigation water.  The most efficient and optimal planting pattern obtained is PADI-PADI-CORN with large irrigation water requirements in tertiary plots (NFR tertiary plots) ranging from 0 - 1,546 ltr / sec / ha with a maximum of 1,546 ltr / sec / ha in September II, whereas Irrigation water demand in the intake (DR intake) ranges from 0 to 2,378 ltr sec / ha with a maximum of 2,378 ltr / sec / ha in September II.The mainstay discharge available in the Pauh Tinggi Irrigation Network Planning is very abundant with the mainstay discharge (Q80) for irrigation, the maximum mainstay discharge (Q80) occurs in April I with 10.482 ltr / sec / ha and minimum in December II with 3,930 ltr / sec / ha. Based on the mainstay discharge results above it can be stated that the water balance / water balance between the mainstay discharge Q80 and the need for irrigation water experienced a large surplus
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