Analysis of Clean Water Needs Rural Community Based (A Case Study Hippam Campurrejo Makmur Bojonegoro)

A Case Study Hippam Campurrejo Makmur Bojonegoro

  • Sulton Arrahman Ali Departements of Civil Engineering, Engineering Study Program Narotama University
  • F.Rooslan Edy Santosa Departements of Civil Engineering, Engineering Study Program Narotama University
Keywords: Clean Water Needs, Distribution, HIPPAM, Population

Abstract

The problem of providing clean water is currently a special concern for both developed and developing countries. Indonesia as a developing country cannot be separated from the problem of providing clean water for its people. One of the main problems faced is the unavailability of clean water sources, the unequal distribution of clean water services, especially in rural areas and the existing clean water sources have not been utilized optimally.villageCampurrejo subdistrict BojonegoroBojonegoro Regency is in dire need of adequate clean water, because so far residents have had difficulty getting clean water, especially during the dry season, some residents only rely on water in old springs/wells without adequate facilities. The research objectives are, 1) to know the speed ofthe need for clean water in the village of Campurrejo sub-district Bojonegoro, Bojonegoro Regency tohi year 2031, 2) What is the reservoir capacity needed to meet the need for clean water in 2031?. Analysis of the calculation of population growth in the village Campurrejo subdistrict Bojonegoro the author uses the Geometric method. And it can be seen that the population in the village Campurrejo subdistrict Bojonegoro reached 6,829 people, and the water demand in 2031 according to the prediction of the population is 1,105 liters/second, the maximum daily needs is 1,326 liters/second, and the discharge at peak hours is 1,768 liters/second.And the demand for clean water in Campurrejo Village in 2031 according to the prediction of the number of HIPPAM customers is 1,623 liters/second, the maximum daily need is 1,948 liters/second, and water needs at peak hours are 2,567 liters/second. Prediction of the number of customers of HIPPAM "Campurrejo Makmur" in 2031 is 1298 SR The need for reservoir capacity to meet the needs of clean water in 2031 is 157 m3. Since the reservoir capacity is only 18 m3, it is necessary to add another 139 m3 to meet the needs of HIPPAM customers "Campurrejo Makmur"

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Published
2021-12-31
How to Cite
Ali, S. A., & Santosa, F. E. (2021). Analysis of Clean Water Needs Rural Community Based (A Case Study Hippam Campurrejo Makmur Bojonegoro). Jurnal Ekonomi, 21(2), 82-91. https://doi.org/10.29138/je.v21i2.152