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Groundwater heat pump feasibility in shallow urban aquifers: Experience from Cardiff, UK

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TLDR
It is concluded that large parts of the aquifer can sustain shallow open loop ground source heat pump systems, as long as the local ground conditions support the required groundwater abstraction and re-injection rates.
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This article is published in Science of The Total Environment.The article was published on 2019-12-20 and is currently open access. It has received 18 citations till now. The article focuses on the topics: Aquifer & Heat pump.

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Journal ArticleDOI

A review of thermal energy storage technologies for seasonal loops

TL;DR: In this article, the authors identify some of the barriers to development currently facing these methods of seasonal thermal energy storage, and subsequently some work being undertaken to address these barriers in order to facilitate wider levels of adoption throughout energy systems.
Journal ArticleDOI

A review of thermal energy storage technologies for seasonal loops

- 01 Jan 2022 - 
TL;DR: In this article , the authors identify some of the barriers to development currently facing these methods of seasonal thermal energy storage, and subsequently some work being undertaken to address these barriers in order to facilitate wider levels of adoption throughout energy systems.
Journal ArticleDOI

Thermo-economic comparison of coal-fired boiler-based and groundwater-heat-pump based heating and cooling solution – A Case study on a greenhouse in Hubei, China

TL;DR: In this paper, the authors investigated the thermoeconomic performance of replacing a coal-fired boiler by a Groundwater Heat Pump (GWHP) system for a greenhouse, where the GWHP system was constructed to reduce emission and also to provide cooling.
Journal ArticleDOI

Establishing an urban geo-observatory to support sustainable development of shallow subsurface heat recovery and storage

TL;DR: The Cardiff Geo-Observatory as discussed by the authors measured temperature in a Quaternary aged sand and gravel aquifer in 61 boreholes and at a pilot shallow open-loop ground source heating system.
Journal ArticleDOI

Determination of optimal well locations and pumping/injection rates for groundwater heat pump system

TL;DR: In this paper, a simulation-optimization approach was suggested to find an optimal installation and operation strategy for sustainable groundwater heat pump (GWHP) system, which aims at maximizing performance and efficiency, maintaining operational stability, complying with legal regulation on water injection, and minimizing possible costs and environmental impacts at the same time.
References
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Book

Soil mechanics in engineering practice

TL;DR: In this article, the authors present a survey of the properties of soils and their properties in terms of Hydraulics of Soils, Hydraulic and Mechanical Properties of Soil Exploration Hydraulic, Mechanical, and Hydraulic properties of soil.
Book

An Introduction to Thermogeology: Ground Source Heating and Cooling

David Banks
TL;DR: In this article, the skills needed and the science behind ground source heat pumps are discussed, and the SI units are used to cover the geological aspects of the ground-source heat pumps.

The physical properties of major aquifers in England and Wales

TL;DR: In this article, the authors present the results of a three-year collaborative project between the British Geological Survey and the Environment and Energy Management Agency (EMEA) to collect, collate and present information concerning the physical hydraulic properties of the minor aquifers in England and Wales.
Journal ArticleDOI

A review of domestic heat pumps

TL;DR: An overview of the state-of-the-art technologies and the practical issues faced when installing and operating them is given in this article, where the authors focus on the performance obtained in real-world operation, surveying the published efficiency figures for hundreds of air source and ground source heat pumps (ASHP and GSHP).
Journal ArticleDOI

The capture and dissemination of integrated 3D geospatial knowledge at the British Geological Survey using GSI3D software and methodology

TL;DR: The GSI3D software is not yet designed to cope with bedrock structures in which individual stratigraphic surfaces are repeated or inverted, but the software is currently being extended by BGS to encompass these more complex geological scenarios.
Related Papers (5)
Frequently Asked Questions (18)
Q1. What are the contributions in "Groundwater heat pump feasibility in shallow urban aquifers: experience from cardiff, uk" ?

This study presents findings from the ‘ Cardiff Urban Geo-Observatory ’ project. This study focuses on an experimental open loop ground source heat pump scheme retrofitted to a school building. 

Real-time power consumption data are collected every 15 minutes for the GSHPs and all circulating pumps, along with in situ borehole temperatures, flow/return temperatures, brine temperatures, building inflow/return temperatures and outside air temperature. 

The production well was fitted with a fixed-rate submersible borehole pump (Nastec 4H 06/02) that abstracts up to 35 m 3 /d (0.42 l/s). 

The cooled wastewater is reinjected directly back into the aquifer via a pipe with outlet at 10m bgl, via the 18 m total deep injection well, which is also screened throughout the aquifer. 

During abstraction a wider pulse of cold water, which developed during the previous year, is observed downstream of the current pulse developing around the injection well. 

Upscaling this small-scale GSHP technology solution across the 39 km 2 area of aquifer would require in the region of 40,000 systems to meet 100 % of the city’s heat demand, requiring a density of one system shared by every two households. 

Changes in aquifer thermal conductivity showed negligible impacts on the model outputs, as heat transport within this part of the system is dominated by groundwater advection. 

Monitoring data from the production well and a nearby observation borehole (CS241) suggest the gravel aquifer in the study area is also in hydraulic connectivity with Cardiff Bay / River Taff, and so this deeper cold water may partly originate from winter river water mixing. 

The predicted annual heating demand for the Cardiff city region in 2020 is 3,213 GWhthJo urna l Pre -pro of(Cardiff Council, 2013), and a change in aquifer temperature of 2 °C represents 6-7 % of this heat demand. 

Another factor affecting efficiency is that the GSHP plant room and pipe work is located in a poorly insulated building, leading to higher heat losses. 

During periods of non-abstraction (and therefore no cold injection), as represented in Fig. 6b, this pulse of colder water drifts down the hydraulic gradient towards the SE, merging with the previous years’ pulse, and the aquifer source around the injection well recovers to near ambient temperatures. 

In all cases, temperature changes at the production well resulting from changes in model parametrisation were in the order 0.4 - 0.8 °C and groundwater temperature recovered to at least 12.8 °C during the pause in GSHP operation. 

the groundwater gradient controlled how quickly the thermal load was transported away from the injection site, but it also influenced the width of the resulting cold plume (i.e. its spread perpendicular to the direction of groundwater flow), which increases with decreasing gradient. 

The implication is that the groundwater gradient (and plume direction) was possibly not stable throughout the study period and the plume may have changed in size and shape in the early years of the GSHP scheme. 

the modelled impact on temperatures at the production well due to uncertainty in subsurface parameterisation was considerably smaller than that related to changes in well alignment relative to groundwater flow direction (advection). 

Under GW11/W50 operating conditions, this minor thermal degradation reduced the GSHP COP by 4 %, based on the empirically based relationship from Eq.4 in Staffell et al., 2012. 

7. However, the vertical profile from February 2017 (Fig. 8) shows the aquifer temperatures decreased slightly with depth, fairly linearly, by 1.0 °C, over a distance of 7 m. 

The whole-system efficiency is 450 %, which although is outstanding, was affected by the variable stability of the source temperature during the heating period, as shown in Figs. 7 and 8.