Abstract
Computer simulation of reservoir sediment management strategies is becoming more important as worldwide water supply shrinks due to sediment deposition, while population growth continues. We identified the physical processes underlying each of the several alternatives available to transport incoming or deposited sediments downstream into receiving waters and the governing equations that describe each process. The purpose of this paper is to understand how physical characteristics of reservoir sediment management can be simulated with available computer codes. We described commonly available computer codes and their abilities to solve the appropriate equations in one, two, or three dimensions. The results revealed that one dimensional models are most appropriate for long-term simulations of the evolving reservoir bottom profile, while two or three dimensional codes are more appropriate for simulating density currents and detailed lateral movement of sediments, such as during local pressure flushing near reservoir outlets. We conclude that existing codes can successfully simulate sediment management, but because each code has limitations, they require seasoned judgment in their choice, application, and interpretation. Incorporating sediment prediction and management correctly into the planning, design, and operational phases of dam projects is essential for ensuring that the benefits of reservoir storage are sustained over the long term. The implications of our key findings are that sediment management strategies can be successfully simulated and that such simulations should be performed for our aging dams and newly proposed projects.
Highlights
The design of a reservoir project entails the determination of the required storage capacity over multiple years [1]
Each sediment management technique has specific features, there are some common considerations between all kinds of reservoir sedimentation
Selecting the best sediment management alternative and evaluating its effectiveness using computer codes is important for operating the reservoir and extending its lifetime
Summary
The design of a reservoir project entails the determination of the required storage capacity over multiple years [1]. Sediment management is site specific and most urgent at reservoirs whose storage has been dramatically reduced. In Switzerland, due to low sediment inflow and repeated sediment venting, the average annual loss in reservoir capacity is only 0.2% [4], while in China, due to high sediment inflow rates, the mean annual loss rate in storage capacity is 2.3% [5]. Estimates show that about 0.5% to 1% of the total volume of global reservoir storage is lost annually [6]. This means that without further action, one quarter of all
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