An An Anisarida, Edward Hafudiansyah
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引用次数: 0

摘要

万隆慈和让灌区是研究的地点。根据获得的数据,第1种植季和第2种植季分别在10月和8月缺水。因此,本研究的目的是对灌区的水分有效性和需水量进行比较分析,以获得在灌区实施的适宜的种植方式。利用威布尔法测定水分的可用性,利用水稻和芭蕉的可用性测定需水量。结果表明:水稻/紫花花-水稻/紫花花-水稻/紫花花-水稻/紫花花的灌溉需水量在进水口需水量最高时为2,255 1/s /ha,产生的总可用水量为4,832 m3/s,而在田间实施作业时使用单位数获得的灌溉需水量最高,为3,449 m3/s。水稻-水稻-帕拉维加的替代种植模式,利用堰入口(DR)的总需水量为2,436 1/秒/ha,产生的可用水量为5,261 m3/秒,而利用单位数在田间实施作业,获得的灌溉需水量最高,为4,154 m3/秒。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
KAJIAN NERACA AIR DAERAH IRIGASI CIHERANG KABUPATEN BANDUNG PROVINSI JAWA BARAT
Ciherang Irrigation Area in Bandung is the location of the study. Based on data obtained, it showed water deficiency in the planting season 1 on October and in the planting season 2 on August. Thus, the study aimed to analyze the comparison between the availability of water and the need of water to get a proper cropping pattern implemented in the irrigation area. The availability of water was obtained from water debit that analyzed using the Weibull method while the need of water was determined by the availability of water for rice and palawija.. The results revealed that requirement of irrigation water in an existing cropping pattern of rice/palawija – rice/palawija – rice/palawija using the highest value of water demand at the weir intake gate (DR), 2,255 1/sec/ha, produced the total availability of water in an amount of 4,832 m3/sec while using the unit number for the implementation of operations in the field obtained the highest irrigation requirement value of 3,449 m3/sec.  The alternative cropping pattern of rice – rice – palawija using the total value of water demand at the weir intake gate (DR), 2,436 1/sec/ha produced the availability of water in an amount of 5,261 m3/sec while using the unit number for the implementation of operations in the field obtained the highest irrigation requirement value in amount of 4,154 m3/sec.
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