Abstract

Ringlet, Jor and Mahang reservoirs are part of Cameron Highlands – Batang Padang Hydroelectric Scheme. Conversion of forest to agricultural and urban area within the catchment has caused Ringlet Reservoir to suffer severe sedimentation problem and waste dumping. This has caused operational difficulties to the hydropower operator. Based on estimation, sediment inflow into Ringlet Reservoir has increased multiple folds from 25,000 m3/year in 1960s up to between 120,000 m3/year to 200,000 m3/year in 2010. This reduces the total storage capacity of Ringlet Reservoir to almost 50% of its original design value, and subsequently affects Jor and Mahang Reservoirs. Bertam Intake is often choked by the sediment built up within the area, thus limiting the running hours of the plant to generate electricity. Without sediment management strategies, the incoming sediment load into Ringlet Reservoir would increase tremendously and can cause the hydropower scheme to cease operation faster that its design life expectancy. Various mitigation strategies have been implemented such as dredging, construction of check dams and settling basins and flushing from the bottom outlet, resulting to an increase in storage. Despite these efforts which focus within the reservoir, the best solution is by control the sediment and waste at source, through the concept of an integrated catchment management. This requires concerted effort from the local authorities and public to ensure successful implementation. This paper outlines the methods, analyses and results of various mitigation strategies.

Highlights

  • Hydropower is the leading source of renewable and clean energy that generates 16.4% of the world’s electricity [1]

  • The hydropower schemes are located in Kenyir (Terengganu), Perak and Cameron Highlands – Batang Padang (Pahang), comprises of 12 main dams and man-made reservoirs with additional functions for flood mitigation and water supply

  • Tenaga Nasional Berhad (TNB) has spent a total of RM180 million since 2001 to remove sediment and it has increased to RM40million in 2014 with the removal target of 750,000 m3/year to restore storage lost from Ringlet Reservoir [21]

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Summary

Introduction

Hydropower is the leading source of renewable and clean energy that generates 16.4% of the world’s electricity [1]. Among operational problems related to reservoir sedimentation include intake chokage, loss of active and live storage for hydropower generation, loss of flood storage and possibility of extra pressure on dam structures. Operation and maintenance cost to run the hydropower scheme could increase dramatically due to sediment removal, as well as associated cost of repair due to abrasion and loss of power generation. These would adversely impact the financial viability of the hydropower schemes leading to total decommissioning. Reservoir sediment management plan is very important and form part of the Operation and Manual (O&M) of any reservoir. The novelty lies in reviewing all possible solutions on sediment management strategies as described by the previous researchers and combine the most feasible options it to derive the best mitigation plan that meet the site constraints

Study Area
Operational Challenges
Sediment Management Strategies – Method and Efficiency Assessment
Sediment Removal via Dredging
Check Dam and Settling Basin
Reservoir Flushing
Integrated Catchment Management and Community based Program
Assessment of Sediment Removal Efficiency
Findings
Conclusion
Full Text
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