ANALYSIS OF LOSS WATER ON PIPE DISTRIBUTION ”NON REVENUE WATER (NRW)” NETWORK PDAM SURYA SEMBADA CITY OF SURABAYA WITH CAUSAL LOOP DIAGRAM (CLD)

ANALYSIS OF LOSS WATER ON PIPE DISTRIBUTION ”NON REVENUE WATER (NRW)” NETWORK PDAM SURYA SEMBADA CITY OF SURABAYA WITH CAUSAL LOOP DIAGRAM (CLD)

 Abstract views: 485

Authors

  • Yanatra Budi Pramana Universitas PGRI Adi Buana Surabaya

DOI:

https://doi.org/10.36456/tibuana.1.1.1587.24-33

Keywords:

Causal Loop Diagram, Distribution Network Pipeline, Infrastructure Leakage Index (ILI), Water Loss

Abstract

Water is an important supporting factor in humanlife. The problem of clean water in an area is managed by Perusahaan Daerah Air Minum (PDAM) Surabaya. PDAM Surya Sembada as a water management company in Surabaya is expected to be able to distributethe needs of clean water, however, in the distribution network, sometimes experiencing problems that cause water is not fully channeled to the customer, to overcome this problem, the Causal Loop Diagram  approach is used to identify the cause of the water loss,after knowing these factors, we have been  made model with Causal Loop model,to calculate the water loss that occurred, in PDAM Surya Sembada Surabaya especially DMA 109 using Infrastructure Leakage Index (ILI) method. The Causal Loop Diagram  approach, various causes of water loss include: physical water loss caused by reservoir leakage, transmission line leakage and distribution pipeline leakage; non physical water loss caused by meter fault, wild connection and water theft. Based on the data obtained, obtained NRW value at DMA 109 of 439.455.72 m3 / year or by 25% with a loss of 329.591.8 m3 / year. Service pipe leakage up to the customer meter is 1.757.822.8 m3 / year.

Downloads

Download data is not yet available.

References

Abbas, A.Z & Ejah, U.S & Gunadin, I.C & Umar, M.H. (2014). Sistem Deteksi Kebocoran pada Jaringan Pipa Air PDAM Menggunakan Analisis Tekanan dengan Metode Extreme Learning Machine. Jurnal Tugas Akhir Teknik Informatika, D42110277.

Ardiansyah, H. 2014. Modul Sistem Distribusi, Surabaya.

Ardiansyah, Juwono, P.T & Ismoyo, M.J. (2012). Analisa Kinerja Sistem Distribusi Air Bersih. Jurnal Teknik Pengairan, 3, 211 – 220.

Dharmasetawan, M. 2004. Sistem Perpipaan Distribusi Air Minum. Eka Mitra Engineering, Jakarta.

Farley, M. & Wyeth, G. & Istandar, A. & Singh, S. (2008). The Manager’s Non- Revenue Water Handbook : A Guide to Understanding Water Losses.

Hidayat, T. (2012). Pengurangan Tingkat Kehiangan Air Melalui Perbaikan Meteran Air dan Penggantian Meteran Air yang Hilang dengan Pendekatan Sistem Dinamik. Jurnal Teknik Industri, 4 – 5, 978 – 979.

Kementrian Pekerjaan Umum. 2009. Pedoman Penurunan Air Tak Berekening (ATR), Jakarta.

Malabay. (2008). Pendekatan Sistem Model Causal Loop Diagram (CLD) Dalam Memahami Permasalahn Penerimaan Kuantitas Mahasiswa Baru Di Perguruan Tinggi Swasta. Pendekatan Model Causal Loop Journal, 1411 – 6286.

Rita, D.K. & Nugraha, W.D. (2010). Studi Kehilangan Air Akibat Kebocoran Pipa Pada Jalur Distribusi PDAM Kota Magelang (Studi Kasus : Perumahan Armada Estate dan Depkes, Kramat Utara Kecamatan Magelang Utara). Jurnal PRESPITASI, 7(2) : Program Studi Teknik Lingkungan FT UNDIP.

Sarungallo, G.A & Wardhani,E. (2016). Evaluasi Sistem Jaringan Distribusi Air Bersih di Kecamatan Pontianak Selatan Kota Pontianak Provinsi Kalimantan Barat. Jurnal Rekayasa Lingkungan, 4, 1.

Siregar, N.A & Mulia, A.P .(2012). Evaluasi Kehilangan Air (Water Losses) PDAM Tirtanadi Padangsidimpuan di Kecamatan Padangsidimpan Selatan.

Tahid, Suwarno & Nurcahyanie, Yunia Dwie. (2007). Konsep Teknologi dalam Pengembangan Produk Industri Pendekatan Kolaboratif pada Konsep Teknologi dan Desain Produk Industri. Jakarta: Kencana.

Tornton dkk. 2008. Penurunan Kehilangan Air, Semarang.

Yayasan Pendidikan Tirta Dharma. 2006 . Modul D.32 Kehilangan Air Fisik, Magelang.

Downloads

Published

2018-08-01

How to Cite

Pramana, Y. B. (2018). ANALYSIS OF LOSS WATER ON PIPE DISTRIBUTION ”NON REVENUE WATER (NRW)” NETWORK PDAM SURYA SEMBADA CITY OF SURABAYA WITH CAUSAL LOOP DIAGRAM (CLD): ANALYSIS OF LOSS WATER ON PIPE DISTRIBUTION ”NON REVENUE WATER (NRW)” NETWORK PDAM SURYA SEMBADA CITY OF SURABAYA WITH CAUSAL LOOP DIAGRAM (CLD). Tibuana, 1(1), 24–33. https://doi.org/10.36456/tibuana.1.1.1587.24-33

Issue

Section

Article