Numerical Studies on the Impact of Traffic Loading on Embedded Pipes in Solar Energy Harvesting Concrete Pavement

Author:

Najeeb Muhammad Imran1ORCID,Itam Zarina1,Alrubaye Mohammed Azeez2,Shaik Ahmad Fadzil Shaikh Muhammad Mubin1,Zahari Nazirul Mubin1,Abu Bakar Mohd Supian1ORCID,Syamsir Agusril1ORCID,Zawawi Mohd Hafiz1,Abdul Razak Norizham3ORCID

Affiliation:

1. Institute of Energy Infrastructure, Universiti Tenaga Nasional, Jalan IKRAM—UNITEN, Kajang 43000, Selangor, Malaysia

2. College of Graduate School, Universiti Tenaga Nasional, Jalan IKRAM—UNITEN, Kajang 43000, Selangor, Malaysia

3. School of Aerospace Engineering, Universiti Sains Malaysia, Engineering Campus, Nibong Tebal 14300, Pulau Pinang, Malaysia

Abstract

The urban heat island (UHI) effect occurs when cities and towns warm up more than the surrounding rural areas because they have more structures and less vegetation and soil. The issue can be lessened by implementing a pavement solar collector (PSC) system, which converts heat from the pavement’s surface into thermal energy. In this work, the authors analyze the effect of pipe depth (85 mm to 50 mm) and spacing (200 mm to 100 mm) on the efficiency of heat extraction from the surface while taking pavement structural performance into account using the ANSYS Fluent program. The modeling approach was validated against the previous studies. According to the findings, a concrete water harvesting system may achieve the maximum outlet temperature with the least impact on traffic loading by using a distance of 100 mm and a depth of 85 mm. The load’s impact is 51% less than that of the model that predicted the highest outlet temperature, and the outside temperature is reduced by 3.9%. The outcomes here demonstrated that concrete might be employed in the PSC system as an alternative to asphalt.

Funder

BOLD HICOE 2020

Publisher

MDPI AG

Subject

Fluid Flow and Transfer Processes,Computer Science Applications,Process Chemistry and Technology,General Engineering,Instrumentation,General Materials Science

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