Abstract

Non-Revenue Water (NRW) is a common issue of drinking water supply system. NRW can be detrimental that should be addressed properly including NRW rates, NRW caused, and a guidance for preventing and reducing NRW. The water loss measured through water balance that calculated the percentage for differences the water distribution (m3) with the water recorded (m3) on the bill. Infrastructure Leakage Index (ILI) used to calculate the physical water loss based on the standard target matrix of IWA (International Water Association). The causes and handles of NRW were analysed based on a step test result, Ultrasonic Flow Meter (UFM) test result, and interviewing PDAM staffs. The result of NRW rates reach 986,884.92 m3/year (65.53 %). The ILI index was 69.98, and the water pressure was 17.2 m. As a result, this zone included D category, that has high of water loss rate > 200/s/connection/day. In this zone, the causes of water loss are categorized into the physical and non-physical water loss, and the mitigation must be carried out according to the type of water loss occurred. PDAM Gianyar should investigate the possibility of non-physical water loss so that can reduce the level of water loss and the ILI value. The further research can be conducted an evaluation of the whole network with the purpose of NRW can be calculated maximally.

Highlights

  • Regency of Gianyar has 47.9% of water loss, which is the highest in Bali and above of the standard Minister of Public Works regulation number 20/2006 that is 20%

  • The water source of Kedewatan Zone was purchased from a private company, and was served by Air Jeruk Reservoir and a WTP (Water Treatment Plant)

  • In Kedewatan zone, the cause of water loss is categorized into two categories, the physical and non-physical water loss

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Summary

Introduction

Regency of Gianyar has 47.9% of water loss, which is the highest in Bali and above of the standard Minister of Public Works regulation number 20/2006 that is 20%. NRW has occurred through physical and non-physical of water loss [1]. The physical of water loss can be caused by leakage of pipes transmission, distribution, and overflow of a reservoir. The non-physical of water loss can be caused by administrative errors, inaccuracy of water meters, and stealing water [2]. NRW is not to be addressed, because of the repairing of the network must be identified by the location or the point where the water loss occurred [3, 4]. There are needed a high finance of investment [5] and a length of time to search the location the water loss continued as time goes [6].

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