Large-scale urban underground hydro-thermal modelling - A case study of the Royal Borough of Kensington and Chelsea, London.

Geology Geothermal energy Groundwater Large-scale urban modelling Subsurface temperature Underground structures

Journal

The Science of the total environment
ISSN: 1879-1026
Titre abrégé: Sci Total Environ
Pays: Netherlands
ID NLM: 0330500

Informations de publication

Date de publication:
15 Jan 2020
Historique:
received: 12 07 2019
revised: 11 10 2019
accepted: 11 10 2019
pubmed: 19 11 2019
medline: 19 11 2019
entrez: 19 11 2019
Statut: ppublish

Résumé

The shallow subsurface of dense cities is increasingly exploited for various purposes due to the significant rise in urban populations. Past research has shown that underground activities have a significant impact on local subsurface temperatures. However, the resulting spatial variability of ground temperature elevations on a city-scale is not well understood due to the lack of sufficient information and modelling complexity at such large scales. Resilient and sustainable planning of underground developments and geothermal exploitation in the short and long-term necessitate more detailed, more reliable knowledge of subsurface thermal status. This paper investigates the impact of some common underground heat sources such as train tunnels and residential basements on subsurface temperature elevation on a large scale and highlights the influence of local geology, hydrogeology, density, and type and arrangement of the heat sources on ground thermal disturbance. To tackle the size issues and computational expenses of such a large-scale problem, a semi-3D hydro-thermal numerical approach is presented to capture the combined influence of underground built environment characteristics coupled with ground properties on ground temperature elevation within the Royals Borough of Kensington and Chelsea (RBKC), London. Numerical results show that the extent of ground thermal disturbance is mostly affected by geological and hydrogeological characteristics in permeable ground (River Terrace Deposits). Density and spatial distribution of heat sources, however, are critical parameters in ground temperature evaluation in highly impermeable ground such as London Clay Formation. The locality of temperature rise and potential ground energy within immediate impermeable ground surrounding heat sources versus significantly large extent of ground thermal disturbance in permeable ground, highlights the significant dependency of ground thermal state and geothermal potential at the studied site to the ground and underground built environment characteristics and necessitates a better understanding of shallow subsurface thermal state for a sustainable and resilient urban underground development.

Identifiants

pubmed: 31739273
pii: S0048-9697(19)34947-2
doi: 10.1016/j.scitotenv.2019.134955
pii:
doi:

Types de publication

Journal Article

Langues

eng

Sous-ensembles de citation

IM

Pagination

134955

Informations de copyright

Crown Copyright © 2019. Published by Elsevier B.V. All rights reserved.

Auteurs

Asal Bidarmaghz (A)

School of Civil and Environmental Engineering, University of New South Wales, Sydney, Australia; Department of Engineering, University of Cambridge, Trumpington Street, CB2 1PZ, UK. Electronic address: a.bidarmaghz@unsw.edu.au.

Ruchi Choudhary (R)

Department of Engineering, University of Cambridge, Trumpington Street, CB2 1PZ, UK; Data-centric Engineering, Alan Turing Institute, UK.

Kenichi Soga (K)

Department of Civil and Environmental Engineering, University of California, Berkeley, USA.

Ricky L Terrington (RL)

British Geological Survey, Keyworth, Nottingham NG12 5GG, UK.

Holger Kessler (H)

British Geological Survey, Keyworth, Nottingham NG12 5GG, UK.

Stephen Thorpe (S)

British Geological Survey, Keyworth, Nottingham NG12 5GG, UK.

Classifications MeSH