Abstract
The intermittent nature of most renewable energy sources requires their coupling with an energy storage system, with pumped storage hydropower (PSH) being one popular option. However, PSH cannot always be constructed due to topographic, environmental, and societal constraints, among others. Underground pumped storage hydropower (UPSH) has recently gained popularity as a viable alternative and may utilize abandoned mines for the construction of the lower reservoir in the underground. Such underground mines may have complex geometries and the injection/pumping of large volumes of water with high discharge could lead to uneven water level distribution over the underground reservoir subparts. This can temporarily influence the head difference between the upper and lower reservoirs of the UPSH, thus affecting the efficiency of the plant or inducing structural stability problems. The present study considers an abandoned slate mine in Martelange in Southeast Belgium as the lower, underground, reservoir of an UPSH plant and analyzes its hydraulic behavior. The abandoned slate mine consists of nine large chambers with a total volume of about 550,000 m3, whereas the maximum pumping and turbining discharges are 22.2 m3/s. The chambers have different size and they are interconnected with small galleries with limited discharge capacity that may hinder the flow exchange between adjacent chambers. The objective of this study is to quantify the effect of the connecting galleries cross-section and the chambers adequate aeration on the water level variations in the underground reservoir, considering a possible operation scenario build upon current electricity prices and using an original hydraulic modelling approach. The results highlight the importance of adequate ventilation of the chambers in order to reach the same equilibrium water level across all communicating chambers. For fully aerated chambers, the connecting galleries should have a total cross-sectional area of at least 15 m2 to allow water flow through them without significant restrictions and maintain similar water level at all times. Partially aerated chambers do not attain the same water level because of the entrapped air; however, the maximum water level differences between adjacent chambers remain relatively invariant when the total cross-sectional area of the connecting galleries is greater than 8 m2. The variation of hydraulic roughness of the connecting galleries affects the water exchange through small connecting galleries but is not very influential on water moving through galleries with large cross-sections.
Highlights
The widespread utilization of renewable energy sources such as solar and wind energy is hampered by their intermittency and insufficient storage capacity that cannot always guarantee adequate supply of the electricity demand [1]
The water level at the beginning of each simulation was at −110 m, sufficient to show that underground reservoirs used for underground pumped storage hydropower (UPSH) have additional constraints compared which means that there is water in every chamber except in chamber 9.classical surface ones, which need to be quantified during the design phase
The intermittent nature of most renewable energy sources requires their coupling with efficient energy storage systems of large capacity, such as Pumped storage hydropower (PSH) plants
Summary
The widespread utilization of renewable energy sources such as solar and wind energy is hampered by their intermittency and insufficient storage capacity that cannot always guarantee adequate supply of the electricity demand [1]. To harness energy from renewable energy sources more efficiently and to enable a transition to clean energy, solar panels and wind energy converters should be coupled with energy storage systems These systems are able to store excess energy during periods of high production and low demand, and subsequently provide energy to the electricity network at periods of high demand when the energy production is not sufficient. PSH consists of at least two reservoirs at different elevations, which are connected with pipes or tunnels This system stores energy in the form of potential energy by elevating water in the upper reservoir with the aid of pumps and generates electrical energy by releasing water to the lower reservoir and converting water kinetic energy to electricity with turbines
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