5 research outputs found

    Packed-bed Thermal Energy Storage Analysis: Quartzite and Palm- Oil Performance

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    AbstractA packed bed for solar energy storage in the form of sensible heat has been investigated using two-phase continuous model. The system contains Quartzite as the filler material and Palm oil as the heat transfer fluid. The aim of this work is to propose an eco-friendly storage system which uses natural concrete and certified sustainable oil for medium temperature thermal storage. Using the developed model, the performance of the Palm oil has been compared with two different synthetic oils which has shown that the Palm oil could efficiently be used as a heat transfer fluid for a working temperature below 300°C

    Exploring the impact of partial sand replacement with olive waste on mechanical and thermal properties of sustainable concrete

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    This paper presents the results of a study conducted to develop structural concrete with reduced thermal conductivity, using organic by-products such as Olive Waste (OW) as a lightweight aggregate. Different concrete specimens were elaborated by using two different types of OW and by replacing an equal volume of sand. The first one involved Olive Pomace solid aggregates (OP) while the second type is Olive Pomace solid aggregates immersed in Olive Mill Wastewater (OPWW). For each type, two series of concrete were produced using OW in both dry and saturated states. The percentage of natural sand substitution by OW ranged from 0% to 15%. The main objective of this study is to experimentally determine whether the mechanical properties and thermal conductivity of the elaborated specimens could be improved compared to the reference concrete. The mechanical tests indicated that the concrete specimens containing 5% of OPWW in dry state recorded the best mechanical performance compared to the reference concrete. The incorporation of OW also enhances the thermal conductivity of the concrete specimens. Furthermore, the thermal conductivity of this concrete specimen decreased from 1.3 W/m.K for control concrete to 0.86 W/m.K
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