曼达里卡经济特区彭加水库灌溉和供水优化方案

D. Agastya, Wayan Yasa, Dewa Gede, Jaya Negara
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引用次数: 0

摘要

Mandalika 经济特区是一个旅游区,预计将改善西努沙登加拉省的经济。为支持这些活动,需要分配 200 升/秒-1 的生活用水需求。计划将彭加水库的潜在水源作为曼达里卡经济特区生活用水需求的来源。彭加水库的有效储水量为 17.26 兆立方米。鹏嘎水库的潜在水资源来自水库上游的流出量和几条支流的侧向流入量。这项研究旨在确定水库的蓄水量,以满足面积为 3189 公顷的地区的生活用水和灌溉用水需求。彭加灌区的种植模式为水稻-水稻/副作物-水稻/副作物。为优化彭加水库的水资源潜力,采用了线性规划优化方法。优化计算成功与否的指标是达到最低限值的种植强度、k 系数和可靠性值。灌溉用水需求的 k 因子值为 0.70,生活用水需求的 k 因子值为 0.85。根据优化结果可知,最大的年种植强度值出现在 11 月 I 日的种植季节。这一结论可以从 11 月 I 日和 11 月 II 日种植期的年种植强度值对比中看出,在旱年流入量排放情况下,这两个种植期的年种植强度值分别为 99.98% 和 97.22%。在正常年份排水量情况下,11 月 I 日种植季节的种植强度值大于 11 月 II 日,分别为 100%和 97.25%。本研究为政策制定者提供了信息,他们可以利用 11 月 I 日的种植计划来获得最大种植强度值和生活用水需求值。
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Optimization of Pengga Reservoir in The Mandalika Special Economic Zone for Irrigation and Water Supply
Mandalika Special Economic Zone is tourism area that is expected to improve the economy in West Nusa Tenggara Province. To support these activities, an allocation of domestic water needs of 200 liters second -1 is needed. The potential availability of water in the Pengga Reservoir is planned to be a source of domestic water needs in the Mandalika Special Economic Zone. Pengga Reservoir has an effective storage volume of 17.26 MCM. Potential water resources in Pengga Reservoir are obtained from reservoir outflow upstream and lateral inflow from several tributaries. The study was carried out to determine the reservoir storage capacity to meet domestic water needs and irrigation water needs covering an area 3189 ha. The cropping pattern used in the Pengga irrigation area is Paddy – Paddy/Secondary Crops – Paddy/Secondary Crops. To optimize the potential of water resources in the Pengga Reservoir, a linear programming optimization method is used. Indicators of the success of optimization calculations are indicated by the value of cropping intensity, k factor and reliability that have met the minimum limit value. The k factor value for irrigation water needs is 0.70 and domestic water needs is 0.85. Based on the optimization results, it is known the largest annual cropping intensity value occurs in the November I planting season. This conclusion can be seen from the comparison of annual cropping intensity values for the November I and November II planting schedules for the dry year inflow discharge scenario of 99.98% and 97.22% respectively. The cropping intensity value in the November I planting season is greater than November II, namely 100% and 97.25%, for the normal year discharge inflow scenario. This study provides an information for policy makers can use the November I planting schedule to obtain values for maximum cropping intensity and domestic water requirements.
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审稿时长
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