Browsing by Author "Kumari, TKNK"

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    item: Thesis-Full-text
    Multicriteria decision modelling for management of water supply system in the piliyandala – kesbewa water supply system, colombo district, sri lanka
    Kumari, TKNK; Wijesekera, NTS
    Twenty Two management zones spatially distributed in the Piliyandala – Kesbewa Water Supply System (WSS) undergo problems such as frequent pipe bursting, scaling in old pipes, Non Revenue Water (NRW) issues and pressure drops. Importance of managing a water supply system is to provide sustainable water supply with acceptable quality at an affordable price in order to match stakeholder requirements. Managing a water supply system requires a careful consideration of organizational expectations, stakeholder requirements and system sustenance needs etc. Therefore a multicriteria decision support model is most appropriate to manage a water supply system. Piliyandala – Kesbewa WSS (32 km2) was selected as a case study to investigate the applicability of a multicriteria decision model. The Piliyandala – Kesbewa WSS has 24,309 connections for an approximate population of 106,960.The present work identified management concerns, evaluated the present prioritisation techniques, and developed a Multicriteria Decision Analysis (MCDA) model framework in order to manage the Piliyandala – Kesbewa Water Supply System. A literature survey and a questionnaire survey among a sample of 78 water supply area management engineers enabled the identification of four main criteria and 15 sub criteria as the model components fulfilling water supply system management objectives.Analytical Hierarchical Process (AHP) was selected because it provides measures of judgement consistency, derives priorities among criteria and alternatives, while simplifying the determination of preference ratings among decision criteria with the use of pairwise comparisons. Main water supply system management parameters were identified and refined using a survey among experienced water supply system managers. MCDA models were developed for Overall Management objectives. Model calibration identified weights of 0.64, 0.20, 0.07 and 0.09 respectively for the main criteria namely, Income Generation, System Sustainability, System Losses and System Reliability. Entire set of sub criteria supporting the main set were identified as New Connections, Bill Collection, Operation & Maintenance, Salaries & Overtime, Transport, Non Revenue Water, Low Pressure, No water, Water Quality, Defective Meters, Leaks of Mains, Leaks of Water Connections, Leaks near Meter, Night Time Leaks, and Stop Valve Leaks. Respective sub parameter weights were 0.317, 0.326, 0.142, 0.046, 0.012, 0.064, 0.016, 0.020, 0.024, 0.009, 0.011, 0.004, 0.003, 0.004, and 0.002.MCDA model with main and sub criteria together with 22 management zones, provided a priority order for overall management. Model verification compared the MCDA priority order with the management priority at field level. The trend line showing the spatial variability of priority from MCDA model closely matched with the Area Engineer’s prioritisation exhibiting the satisfactory level of model verification. The AHP model incorporating stakeholder pairwise combinations revealed that average of stakeholder preferences would be a satisfactory starting indicator of the success of MCDA model development.Priority order of overall management is obtained for management zones. Field identified priority indicators of each management zone differed from the AHP model indicators demonstrating a lack of guidelines for the management at field level and the lack of a clear link of objectives at various levels of management. Very low priority for System Losses and System Reliability reflects a deficiency in System Management.MCDA model hierarchy and weights provide a clear indication for water supply organisations to evaluate whether management objectives are suitably achieved during system operations. This research clearly demonstrated the suitability and method of development of a AHP Multicriteria Decision Model for Water Supply System Management. However it is recommended to carryout similar studies at other systems while addressing the weaknesses with respect to the guidelines and stakeholder assessments.
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    item: Conference-Full-text
    A Raster GIS Model for Water Supply Tower and Source Option Prioritisation in Community Based Water Supply Schemes at Attanagalla, Sri Lanka
    Kumari, TKNK; Wijesekera, NTS
    Optimum location identification for the water tower and source is very important for any water supply scheme mainly due to storage capacity, elevation, landuse, yield of the source throughout the year, and the costs for transmission and distribution system. Towers need water from several alternative sources. Construction of distribution pipe lines is expensive due to physical features, terrain, water and urbanisation. Considering these factors design option prioritisation can be carried out by using Raster GIS. To demonstrate the potential of Raster GIS a case study was undertaken for the prioritisation of source locations for a Community Based Water Supply Scheme (CBWSS) to deliver safe and reliable drinking water for rural community living in approximately 64 km2 within Attanagalla of Gampaha District. A Raster GIS model was developed to prioritise the community based water supply scheme by using terrain features with the resolution of 10 m. Base layers for the key parameters of population, roads, elevation, land use, soil, rainfall and streams were prepared and analysed to obtain the final output. Four options of two tower and two source locations for CBWSS were evaluated and Ihalagama & Algama were selected for water tower & source respectively. This paper demonstrates the weighted overlay for the cost surface (60% Road +30% Slope+10% Soil) and the least cost path for transmission and distribution (5,486,173.50 in Cost units) and close proximity to the urban area was selected. Raster GIS can overlay the layers easily, has terrain modelling capability and incorporates cost functions. Therefore Raster GIS is a great facilitator for spatial modelling for the prioritisation of planning and management of water supply schemes.