Sustainable Water Management in Urban Water Supply Systems: Case Study of Antalya City-Turkey. Habib Muhammetoglu Akdeniz University, Antalya, Turkey
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1 Sustainable Water Management in Urban Water Supply Systems: Case Study of Antalya City-Turkey Habib Muhammetoglu Akdeniz University, Antalya, Turkey Water in the Arab World Conference, Feb. 2014, Amman-Jordan
2 Introduction Water in the Arab World Conference, Feb. 2014, Amman-Jordan
3 Istanbul Antalya TURKIYE
4
5
6 Main Water Resources of Antalya City (Duraliler, Boğaçay, Termessos, Gürkavak ) Duacılar Gürkavak Kaynak Termossos Kepezaltı Altınova-3 Varsak P4 P6 Altınova-4 P5 Göçerler Cezaevi Habibler Fatih İmtihan Pisti Altınova-2 KÜTÜKÇÜ 152 Hüsnü Cezaevi Karakaş KÜTÜKÇÜ Altınova-1 Otogar Güneş P3-B P3-A ÇAĞLAYAN DURALILER YSE HAVAALANI P2-A Üniversite Mağara Çakırlar Kaynak "YSE" Meydan Topçular Yeşilköy Konyaaltı "YESILKÖY" Çakırlar BOĞAÇAY Ermenek P2-B Hurma P1 Çakırlar Kaynak A K D E N İ Z DEPO POMPA İSTASYONU KUYU BASINÇ BÖLGESİ 1 BASINÇ BÖLGESİ 4 İŞLETİLEN BASINÇ BÖLGESİ 2 BASINÇ BÖLGESİ 5 İPTAL BASINÇ BÖLGESİ 3 BASINÇ BÖLGESİ 6 İÇMESUYU HATTI
7 Water losses in Antalya City is estimated at % 44
8 Types of Water Losses Total Water Losses Real Losses Apparent Losses
9 On-line Continuous Monitoring
10 SCADA (Supervisory Control and Data Acquisition) of Antalya City
11 SCADA System Completed in Monitoring and control of many paramters such as: Pressure, Flow rates Water levels in distribution reserviors Chlorine, Turbidity Electrical conductivity Energy consumption
12 SCADA System The monitored parameters are transferred wirelessly to a control center. The monitored parameters are used to improve the efficiency of the water distribution system in terms of water quantity, quality and energy consumption.
13 SCADA System Locations of SCADA stations in Antalya City
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15
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17 Targets Management of chlorine concentrations Management of water losses
18 Methods
19 Pilot Study Area
20
21 IWA/AWWA Standard Water Balance Authorized Consumption Billed Authorized Consumption Unbilled Authorized Consumption Billed Metered Consumption Billed Unmetered Consumption Unbilled Metered Consumption Unbilled Unmetered Consumption Revenue Water System Input Volume Apparent Losses Unauthorized Consumption Customer Meter Inaccuracies & Systematic Data Handling Error Non Revenue Water Losses Real Losses Leakage on Transmission & Distribution Mains Reservoir Leakage & Overflow Water Leakage on Service Connections up to metering point
22 Water balance of the study area during 2010 ystem nput olume 100%) Authorised consumption 56.50% Water losses 43.50% Billed Authorised Consumption 55.86% Unbilled Authorised Consumption 0.64% Apparent Losses 9.12% Real Losses 34.38% Billed Metered Consumption 55.86% Billed Unmetered Consumption (0) Unbilled Metered Consumption 0.64% Unbilled Unmetered Consumption (0) Unauthorised Consumption (0) Customer Metering Inaccuracies 9.12% Leakage on Transmission and/or Distribution Mains Leakage and Overflows at Utility s Storage Tanks 0 Revenue Water 55.86% Non-Revenue Water 44.14% Leakage on Service Connections up to point of Customer metering 22
23 Dividing the pilot study area into DMAs
24 District Meter Areas (DMAs)
25 District Meter Areas (DMAs)
26 District Meter Areas (DMAs) of the Pilot Study Area
27
28
29
30 Hydraulic Modelling of the Pilot Study Area
31 Methods
32 Data sets of GIS supplied the coordinates, lengthes and diameters of all pipes
33 Coordinates of water pipes were controlled in the field
34 Water pipes were controlled in the field
35
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40 6.0 Model Predictions Observations :30 01:30 02:30 03:30 04:30 05:30 06:30 07:30 08:30 09:30 10:30 11:30 12:30 13:30 14:30 15:30 16:30 17:30 18:30 19:30 20:30 21:30 22:30 23:30 Water Pressure (bar) Time (hour) Model predictions and observations of water pressure at the entrance of DMA No. 4 on 18 th September 2009 recorded by SCADA as part of the model calibration (Mean Absolute Error = 0.9 m).
41 Reduction of Physical Water Losses by Pressure Management
42
43 Flow Pressure Flow (m 3 /h) :00 06:00 12:00 18:00 00:00 06:00 12:00 18:00 00:00 06:00 12:00 18:00 00:00 06:00 12:00 18:00 00:00 06:00 12:00 18:00 Pressure (bar) The flow rates at the entrance of Vestel DMA from to (Maximum flow rate at the entrance of Vestel DMA is 125 m 3 /h in 17 th July 2009)
44 The spatial changes of pressure at the maximum flow rate before installation PRV at Vestel DMA
45 The spatial changes of pressure at the minimum flow rate before installation PRV at Vestel DMA
46 PRV Installation
47 Flow (m 3 /h) 180 Flow Pressure :31:19 14:50:02 16:08:45 19:03:11 21:57:37 21:40:37 22:59:20 22:42:20 00:01:03 23:44:03 23:27:03 23:10:03 28 July-12 August August-27 September September-10 October :53:03 22:36:03 22:19:03 01:13:29 07:19:21 11:49:30 13:08:13 12:51: Pressure (bar)
48 The spatial changes of pressure at the maximum flow rate after installation PRV at Vestel DMA
49 The spatial changes of pressure at the minimum flow rate after installation PRV at Vestel DMA
50 Reduction of Apparent Water Losses by Replacing Customer Water Meters talya
51 Different classes of customer water meters have different accuracy of flow rate measurements
52 The accuracy of customer water meters was checked by using an accurate electro-magnetic flw meter
53 3200 B-Class customer water meters in 4 DMA s of Konyaalti Pilot Study area were replaced by C-Class The monthy water records of the customer water meters were monitored in the year 2008 and
54 Customer water meter records (m 3 ) Period B-Class water meters C- Class water meters 2 (February) (March) (April) (May) (June) (July) (August) (September) (October) (November) (December) Total % increase 23
55 40000 Water Consumption (m 3 /period) B-Class Meter C-Class Meter Periods Comparison between B-Class (old) meter records & C-class (new) meter records
56 Reduction of Physical Water Losses by Acoustic Methods
57
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60
61 Dissemination Activities
62
63 ASAT Workshop, February 2011
64 ASAT Workshop, February 2011 Mr. Ömer ÖZDEMİR, DSİ
65 ASAT Workshop, February 2011 Mr. Fethi Yalçın, General Director of ASAT
66 ASAT Workshop, February 2011
67
68 CONCLUSIONS SCADA system can provide valuable data sets for management of both water quality & quantity. DMA is a good approach for monitoring and controling water losses Hydraulic modelling is essential for reducing water losses by pressure management. Replacing old less accurate customer water meters by new more accurate ones can reduce apparent water losses significantly
69 Acknowledgements Prof.Dr. Habib MUHAMMETOĞLU Prof.Dr. Selçuk SOYUPAK Prof.Dr. Mehmet KİTİŞ Prof.Dr. Ayşe MUHAMMETOĞLU Assoc. Prof. Dr. Nuri MERZİ Yrd. Doç.Dr. Hürevren KILIÇ Ibrahim Palanci I. Ethem KARADİREK Tuğçe ALTINDAL Göksenin Yilmaz Selami Kara Halil Aygun
70 Acknowledgements ASAT (Antalya Water & Wastewater Administration)
71 Acknowledgements TÜBİTAK (The Scientific and Technological Research Council of Turkey)
72 THANKS Water in the Arab World Conference, Feb. 2014, Amman-Jordan
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