EVALUASI KEBUTUHAN AIR BERSIH DESA SANGGONA KABUPATEN KOLAKA TIMUR

Romy Talanipa, Tryantini Sundi Putri, A. S. Sukri, Ritno AR.
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Abstract

ABSTRAKSeiring dengan pertumbuhan masyarakat yang semakin meningkat maka kebutuhan air bersih semakin meningkat dan terkadang tidak di imbangi kemampuan pelayanan. Di desa Sanggona air bersih yang digunakan berasal dari mata air Mokowu, Mata air Mokowu adalah sumber mata air yang harus di jaga kelestariannya.Penelitian ini bertujuan untuk mengetahui debit air (Q) mata air dan kebutuhan air  didesa Sanggona kecamatan Uluiwoi pada tahun 2021 sampai dengan tahun 2030. Metode pengumpulan data dalam penelitian melalui Kuesioner, Wawancara, dan pengukuran debit sungai dilapangan.Hasil penelitian berdasarkan metode pelampung diperoleh debit air (Q) sungai Motonuno tahun 2019 yaitu: Titik1 = 0,3136 m3/liter, Titik 2 = 0,408 m3/liter, Titik3 =  0,3534 m3/liter, Titik4 =  0,423 m3/liter, Titik 5 =  0,374 m3/liter. Adapun rata-rata debit air (Q) exsisting mata air mokowu adalah 0,37448 m3/liter atau 374,48 liter/detik Berdasarkan Real Demand Survey (RDS) standar pelayanan di bidang air minum kebutuhan air bersih domestik dan non domestik untuk (2021) di dapatkan sebesar 0,0844 liter/detik. Dan sepuluh tahun kedepan (2030) di dapatkan sebesar 0,6879 liter/detik. Kebutuhan air bersih domestik dan non domestik. Kata Kunci : Debit air, mata air Mokowu, real demand surveyABSTRACTAlong with the increasing community growth, the need for clean water is increasing and sometimes the service capability is not balanced. In the village of Sanggona the clean water used comes from the Mokowu spring, the Mokowu Spring is a spring that must be preserved.This study aims to determine the water discharge (Q) of springs and water needs in the village of Uluiwoi sub-district in 2021 to 2030. Data collection methods in this study are through questionnaires, interviews, and field river flow measurements.The results of the research based on the buoy method obtained the water discharge (Q) of the Motonuno river in 2019, namely, Point 1 = 0.3136 m3 /Liter, Point 2 = 0.408 m3 / Liter, Point 3 = 0.3534 m3 / Liter, Point 4 = 0.423 m3 /Liter , Point 5 = 0.374 m3 / Liter. The average water discharge (Q) of existing mokowu springs is 0.37448 m3 / liter or 374.48 Liters / second based on the Real Demand Survey (RDS) service standards in the field of drinking water, domestic and non-domestic clean water needs for (2021) ) is obtained at 0.0844 Liter / Second. And in the next ten years (2030) it will be 0.6879 Liters / Second. Domestic and non-domestic clean water needs. Keywords  : Water discharge, Mokowu springs, real demand survey
评估东科拉卡镇SANGGONA村淡水需求
随着社会的增长,清洁用水的需求也在增加,有时与服务能力无关。在Sanggona村,使用的淡水来自Mokowu泉水,Mokowu泉水是一个需要保持保存的水源。这项研究的目标是确定2013年至2030年Sanggona省的泉水和水的需求。研究数据的收集方法是通过问卷、采访和现场流量测量。基于浮子方法的研究发现,于2019年借水量为:点1 = 3136 m3/升,点2 = 0.408 m3/升,点3 = 0.3534 m3/升,点4 = 0.423 m3/升,点5 = 0.374 m3/升。至于莫可库泉水平均抽水量(Q)为0.37448 m3/升或374.48升/秒,根据饮用水供应标准,国内和非国内供水需求(2021)为0.0844升/秒。在接下来的十年里(2030年),这相当于每秒6879升。国内和非国内淡水的需求。关键词:放水、莫可库泉水、真正的需求与不可增长的社区增长、清洁用水的需求增加,有时服务设施并不平衡。在Sanggona的村庄,清洁的水来自Mokowu spring, Mokowu spring必须受到保护。这项研究是为了确定泉水和水的释放,需要于2021年到2030年在乌路亚地区的村庄进行。这项研究的数据收集方法通过提问、询问和现场河外流的手段。研究results》改编自《浮标方法获得Motonuno河之水出院(Q)在2019年,namely, 1 = 0点。3136 m3 /升,2点= 0.408 m3 /升,3点= 0。3534 m3 /升,4点= 0.423 m3 /升,5点= 0.374 m3 /升。平均的水释放mokowu springs是0.37448 m3或374.48利基或374.48利基在接下来的10年里(2030),这将是0。6879升/ 2。家庭和非家庭的清洁水需求。水解析,莫可武温泉,实时需求调查
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