Domestic Water Distribution Planning from Springs in Jatimulyo Village, Girimulyo District, Kulon Progo

https://doi.org/10.22146/jpkm.61885

Adam Pamudji Rahardjo(1*), Budi Kamulyan(2), Radianta Triatmaja(3), Sunjoto Sunjoto(4), Dyah Dhani M.(5), Anzhari Syahmi(6), Raelly Harza W.(7), Nurul Purnama Sari(8)

(1) Department of Civil and Environmental Engineering, Universitas Gadjah Mada, Yogyakarta, Indonesia
(2) Department of Civil and Environmental Engineering, Universitas Gadjah Mada, Yogyakarta, Indonesia
(3) Department of Civil and Environmental Engineering, Universitas Gadjah Mada, Yogyakarta, Indonesia
(4) Department of Civil and Environmental Engineering, Universitas Gadjah Mada, Yogyakarta, Indonesia
(5) Department of Civil and Environmental Engineering, Universitas Gadjah Mada, Yogyakarta, Indonesia
(6) Department of Civil and Environmental Engineering, Universitas Gadjah Mada, Yogyakarta, Indonesia
(7) Department of Civil and Environmental Engineering, Universitas Gadjah Mada, Yogyakarta, Indonesia
(8) Department of Civil and Environmental Engineering, Universitas Gadjah Mada, Yogyakarta, Indonesia
(*) Corresponding Author

Abstract


During the dry season, most of the springs in Jatimulyo Village deliver less water. This condition causes difficulties for people in the area. Only two springs supply sufficient water for distribution. Therefore, it is necessary to optimize the water distribution from the two springs, Mudal and Sumitro. This study aims to provide an alternative technical plan for the distribution
of domestic water and to provide recommendations in the distribution and regulation of the use of water from the Mudal and Sumitro springs to the local authority and community in Jatimulyo Village. The distribution system relies on gravity so that it does not require any pump. This study has conducted using the hydraulic equation for water flow through a pipe to analyze the
design water discharge required for each reservoir. For water distribution planning, counting the number of houses that will be served was conducted using Google Earth imagery. The results of this study indicate that from the Mudal spring, water distribution pipelines can cover 282 houses, with a total required water discharge of 1,632 liters/second. For the Sumitro spring, the first alternative scheme can serve 161 houses and requires 0.932 liters/second water discharge. As for the second alternative, it is estimated to be able to serve 138 houses with a total required water discharge of 0.799 liters/second. It is necessary to measure all spring discharge every month. It will help determining the fluctuation of the discharge of each spring. 

Keywords


Domestic water distribution; Village spring water

Full Text:

PDF


References

C.F. Colebrook. (1939). Turbulent Flow in Pipes with Particular reference to the Transition Region between the Smooth and Rough Pipe Laws. J. Inst. of Civil Engrs, (11), 133–156.

Dewi, R. (2020). Implementasi Konsep Responsible Tourism Marketing (RTM) di Desa Wisata Jatimulyo Kabupaten Kulon Progo Yogyakarta. Media Wisata, Volume 18, Nomoer 2, 155-159. DOI: https://doi.org/10.36276/mws.v18i2.96

D.J. Zigrang, & N.D. Sylvester. (1982). Explicit Approximations to the Solution of Colebrook’s Friction Factor Equation. J. Am. Inst. of Chemical Engrs., 3(28), 514–515.

G.S. Williams, & A. Hazen. (1933). Hydraulic tables (3rd ed.). USA: John Wiley & Sons inc.

Hendrayana, H., Riyanto, I., Nuha, Azmin. (2021). Study of Water Difficulty Area in Kulon Progo Regency Special Region of Yogyakarta. La Geografia Vol.19, No. 2. 175-192. https://doi.org/10.35580/lageografia.v19i2.15345

H. Blasius. (1913). Das Ahnlichkeitsgesetz in Flussigkeiten. Verein Deutscher Ingenieure, Forschungs.

Irsyad, M. (2020). Kondisi Potensi Wisata di Ekowisata Sungaio Mudal Kabupaten Kulon Progo. Jurnal Kepariwisataan: Destinasi, Hospitalitas dan Perjalanan Volume 4, 29-39.DOI: 10.34013/jk.v4i2.36

J. Weisbach. (1855). Die Experimental Hydraulik. Freiberg, Germany: Engelhardt.

Liu, Xiaoo. (2020). Energy Stations and Pipe Network Collaborative Planning of Integrated Energy System Based on Load Complementary Characteristics. Sustainable Energy, Grids and Networks, Vol. 23. https://doi.org/10.1016/j.segan.2020.100374

Nikuradse, J. (1933). Strِmungsgesetze in Rauben Rohren. Verein Deutsher Ingenieure, Forschungsheft, 361.

Peraturan Menteri Pekerjaan Umum No.18. (2007). Penyelenggaraan Pengembangan Sistem Penyediaan Air Minum. Jakarta: Departemen Pekerjaan Umum, Ditjen Cipta Karya.

Pratomo, J. D. (2019). Pengembangan Ekowisata Taman Sungai Mudal Di Kulon Progo Yogyakarta. 1–10. https://doi.org/10.31219/osf.io/k46fm

Darwinto, P., Sa’diyah, H., Raditya, M. (2019). Rancang Bangun Sistem Pengolah Air Bersih Standar WHO dan Kemenkes Bagi Warga Dusun Sinan Desa Gawerejo Kecamatan Karangbinangun Kabupaten Lamongan Jawa Timur. Jurnal Pengabdian dan Pengembangan Masyarakat Vol. 2, No.1. 151-259. https://doi.org/10.22146/jp2m.48346

RPJMDes. (2019). Rencana Pembangunan Jangka Menengah Desa Jatimulyo Kecamatan Girimulyo Kabupaten Kulon Progo Tahun 2013-2019. Yogyakarta.

R.W. Powell. (1968). The Origin of Manning Formula. J. Hydraul. Div., American Society of Civil Engrs., HY4(94), 1179–1181.

SNI 19-6728.1. (2002). Penyusunan Neraca Sumber Daya – Bagian 1: Sumber Daya Air Spasial. Jakarta: Badan Standardisasi Nasional.

Zhao, Rong-Heng. (2019). Synthetical Optimazation of a Gravity-Driven Irrigation Pipeline Network System with Pressure-Regulating Facilities. Water, 11(5). 1112. https://doi.org/10.3390/w11051112



DOI: https://doi.org/10.22146/jpkm.61885

Article Metrics

Abstract views : 1070 | views : 898

Refbacks

  • There are currently no refbacks.




Copyright (c) 2022 Jurnal Pengabdian kepada Masyarakat (Indonesian Journal of Community Engagement)

Creative Commons License
This work is licensed under a Creative Commons Attribution-ShareAlike 4.0 International License.

Jurnal Pengabdian kepada Masyarakat (Indonesian Journal of Community Engagement)

ISSN (print) 2460-9447ISSN (online) 2541-5883