干旱时期的淡水水库,使用地形挖掘机。

Hammam Rofiqi Agustapraja, Mukhammad Alifuddin
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引用次数: 0

摘要

水是世界生命过程中重要的资源,因为无论是人类、动物还是植物,每一种生物都需要水。人工土工膜水库或水箱技术是在村庄土地(TKD)上建造的小型水库,利用雨水通过周围的河流,以防水材料为层,在雨季收集水,然后在旱季作为清洁水(供水)的替代来源。本研究采用的计算方法包括:采用代数平均法(算术平均法)对降雨面积进行分析,采用分散测量法计算降雨计划,计算结果的统计参数为Sd= 23.884 Cs= 1.933 Ck= 4.031 Cv= 0.233。采用Gumbel 1法对146.601 mm/d的10年计划进行了分布分析。采用Mononobe方法对6.108 mm/h的10年降雨强度计划进行了降雨强度分析。未来10年,人口预测采用算术方法计算2.795个人口。研究结果表明,2026年Glagah区Tanggung Prigel村旱季需水量约为0.001941 m3/s。而水库的计划借水量为0.003254立方米/秒,因此它被认为足以满足Glagah区Tanggung Prigel村的清洁水需求。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
PENAMPUNGAN AIR BERSIH PADA MUSIM KEMARAU DENGAN PEMANFAATAN EMBUNG GEOMEMBRANE (Studi Kasus: Desa Tanggung Prigel, Glagah, Lamongan)
Water is a major and important resource in the process of life in the world because of every living creature whether human, animal, and plant needs water. The technology of artificial geomembrane reservoir or water tank is the small reservoir in the village land (TKD) which is built to collect the water in the rainy season by using waterproof material as the layer by utilizing the rainwater through the river around which is then used as an alternative source of clean water (water supply) in the dry season. As for the calculation methods used for this research include: analysis of rainfall area using algebra average method (arithmetic mean), the calculation of rainfall plan can be done by using disperse measurement, with the statistical parameter of the calculation result of Sd= 23.884 Cs= 1.933 Ck= 4.031 Cv= 0.233. The distribution analysis is done using the Gumbel 1 method for 10 years plan amounted to 146.601 mm/day. Rainfall intensity analysis is done by using the Mononobe method for 10 years rainfall intensity plan amounted to 6.108 mm/hour. For the next 10 years, population projection is done using a calculation of the Arithmetic method of 2.795 populations. The conclusion of this research indicates that the clean water need in the dry season at Tanggung Prigel Village, Glagah District in 2026 is approximately 0.001941 m3/sec. While the plan for reservoir debit of 0.003254 m3/sec so it is considered sufficient to fulfill the clean water need in the Tanggung Prigel Village, Glagah District.
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