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Analysis and Evaluation of West Semarang Distribution Pipe Network System Municipal Waterworks in Semarang City

*Bernadinus Gunawan Broto Miseno  -  Universitas Diponegoro, Indonesia
Budi Prasetyo Samadikun  -  Universitas Diponegoro, Indonesia
Anik Sarminingsih  -  Universitas Diponegoro, Indonesia

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Abstract

The need for clean water is related to the growth rate and population density. High population density affects access to clean water. The population in the DWSS (Drinking Water Supply System) area of West Semarang is concentrated in three sub-districts, namely West Semarang (148,879 people), Ngaliyan (141,727 people), and Tugu (32,822 people). With the average population growth rate of Semarang City from 2011 to 2020 of 0.89%, the need for clean water will continue to increase. The condition of clean water services in Semarang City, which Municipal Waterworks manage, needs to be improved, both in terms of coverage and continuity of service distribution. The research method used is the method of field research and literature. Hydraulic data retrieval was obtained through field observations and water usage data from the internal Municipal Waterworks in Semarang City. The data were analyzed using the epanet program. From the analysis results, there were areas with significant differences in water pressure values , and at peak hours, there were areas that did not get sufficient water supply. It can be concluded that there are problems in the piping network in the West Semarang DWSS area.

 

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Keywords: Clean water; dwss; pipeline network

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Section: Original Research Article
Language : EN
  1. Awe, O. M., Okolie, S. T. A., & Fayomi, O. S. I. 2020. Analysis and optimization of water distribution systems: A case study of kurudu post service housing estate, Abuja, Nigeria. Results in Engineering, 5
  2. BPS Kota Semarang. 2022. Data kependudukan
  3. Georgescu, A. M., Georgescu, S. C., Cosoiu, C. I., Hasegan, L., Anton, A., & Bucur, D. M. 2015. EPANET simulation of control methods for centrifugal pumps operating under variable system demand. Procedia Engineering, 119(1), 1012–1019
  4. Kara, S., Ethem Karadirek, I., Muhammetoglu, A., & Muhammetoglu, H. 2016. Hydraulic Modeling of a Water Distribution Network in a Tourism Area with Highly Varying Characteristics. Procedia Engineering, 162, 521–529
  5. Luna, T., Ribau, J., Figueiredo, D., & Alves, R. 2019. Improving energy efficiency in water supply systems with pump scheduling optimization. Journal of Cleaner Production, 213, 342–356
  6. Morley, M. S., & Tricarico, C. 2014. A comparison of population-based optimization techniques for water distribution system expansion and operation. Procedia Engineering, 89, 13–20
  7. Muranho, J., Ferreira, A., Sousa, J., Gomes, A., & Sá Marques, A. 2014. Technical performance evaluation of water distribution networks based on EPANET. Procedia Engineering, 70, 1201–1210
  8. Perumda Tirta Moedal Kota Semarang. 2022. Data pelayanan. pupr, kementerian 2016. Peraturan menteri pekerjaan umum dan perumahan rakyat tentang Penyelenggaraan Sistem Penyediaan Air Minum
  9. Rossman, L. A. 2000. Epanet 2 users manual versi bhs indonesia
  10. Soldi, D., Candelieri, A., & Archetti, F. 2015. Resilience and vulnerability in urban water distribution networks through network theory and hydraulic simulation. Procedia Engineering, 119(1), 1259–1268
  11. Sultan, A. D., Rizky, R., Hidayat, H., Mulyani, S., & Yusuf, W. A. 2020. Analysis of the Effect of Cross-sectional Area on Water Flow Velocity by Using Venturimeter Tubes. Jurnal Pendidikan Fisika, 8(1), 94–99
  12. Sunela, M. I., & Puust, R. 2015. Real time water supply system hydraulic and quality modeling-a case study. Procedia Engineering, 119(1), 744–752
  13. Surya Dharma, Untung, Praseto, & Galih. 2012. Pengaruh perubahan laju aliran terhadap tekanan dan jenis aliran yang terjadi pada alat uji praktikum mekanika fluida. Ojs.Ummetro.Ac.Id, 1, 106–115
  14. Venkata Ramana, G., Sudheer, C. V. S. S., & Rajasekhar, B. 2015. Network analysis of water distribution system in rural areas using EPANET. Procedia Engineering, 119(1), 496–505

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