占比市Kerinci区Pauh Tinggi村作物格局、植物和灌溉用水需求分析

A. Hidayat, M. A. Hidayatullah
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引用次数: 0

摘要

保亭基灌溉网规划其中有灌溉用地面积473公顷。这个灌溉计划从位于占比市Kerinci Regency的Batanghari Hulu河的Pauh Tinggi大坝取水。人口增长与生活必需品的增加成正比,其中之一就是食品部门,这使得政府主动采取措施,将土地开辟为稻田和田地的生产区,并制定灌溉计划,以满足社区的需求和福利。在制定灌溉计划时,需要进行水文和降雨计算,以便能够为占比县Kerinci Regency的Pauh Tinggi村的农民制定正确的种植制度。通过与主要借方因子Q80的比较,计算了17种不同植物变异类型和不同种植初期计划的备选种植模式。研究发现,水稻-水稻-作物种植模式是可行的。最有效和最优的种植模式为水稻-水稻-玉米交替种植模式14,第1月三级田净需水量为0 - 1.30 ltr / sec / ha,最高为1.30 ltr / sec / ha;第1月取水(DR取水)需水量为0 - 1.60 ltr / sec / ha,最高为1.60 ltr / sec / ha。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Analysis of Crop Pattern Plant and Irrigation Water Needs in Pauh Tinggi Irigation Network Planning, Pauh Tinggi Village, Kerinci District, Jambi
Pauh Tinggi irrigation network planning which has an area of irrigation land of 473 ha. This irrigation plan draws water from the Pauh Tinggi Dam located in the Batanghari Hulu river, Kerinci Regency, Jambi. Population growth which is directly proportional to the increasing necessities of life, one of which is in the food sector, has made the government take the initiative to meet the needs and welfare of the community by opening land into productive areas of rice fields and fields, and making irrigation plans. In making irrigation planning, hydrological and rainfall calculations are needed to be able to make the right cropping system for farmers in Pauh Tinggi Village, Kerinci Regency, Jambi. A calculation of 17 alternative cropping patterns with different types of plant variants and different plans for the initial planting period were carried out by comparing with the mainstay debit factor (Q80). It was found that the cropping pattern is very possible always using the RICE-RICE-CROP cropping pattern. The most efficient and optimal planting pattern is the alternative planting pattern 14 in the form of RICE -RICE-CORN with Netto Field Water Requirements in tertiary plots (NFR tertiary) ranging from 0 1.30 ltr / sec / ha with a maximum of 1.30 ltr / sec / ha in January I, while irrigation water needs in the intake (DR intake) range 0 1.60 ltr sec / ha with a maximum of 1.60 ltr / sec / ha in January I.
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