Thermal pressure ventilation analysis in a sloping high-temperature tunnel: A case study in China

IF 6.7 1区 工程技术 Q1 CONSTRUCTION & BUILDING TECHNOLOGY Tunnelling and Underground Space Technology Pub Date : 2024-11-13 DOI:10.1016/j.tust.2024.106183
Jigang Che , Angui Li , Yuanqing Ma , Jinnan Guo , Jiaxing Li , Changqing Yang , Lunfei Che
{"title":"Thermal pressure ventilation analysis in a sloping high-temperature tunnel: A case study in China","authors":"Jigang Che ,&nbsp;Angui Li ,&nbsp;Yuanqing Ma ,&nbsp;Jinnan Guo ,&nbsp;Jiaxing Li ,&nbsp;Changqing Yang ,&nbsp;Lunfei Che","doi":"10.1016/j.tust.2024.106183","DOIUrl":null,"url":null,"abstract":"<div><div>Heat damage in tunnels is an increasingly prevalent issue, particularly in deeply buried tunnels. Thermal pressure ventilation cannot be ignored in high-temperature inclined tunnels. Implementing appropriate thermal pressure ventilation can lead to substantial energy savings. To achieve this outcome, this study proposes a novel calculation model that integrates analytical solutions for the surrounding rock temperature with discrete solutions for the airflow temperature. The maximum relative prediction error is only 6.9 %. By employing this proposed calculation model, this study analyzes the impact of the ventilation time, environmental temperature, tunnel slope, and tunnel surface roughness on the thermal pressure ventilation dynamics while also analyzing the energy savings potential. This research revealed a negative correlation between ventilation time and environmental temperature with thermal pressure ventilation, while a positive correlation was observed with tunnel slope. Tunnel roughness has a marginal influence on thermal pressure ventilation. For the Nige Tunnel (a high-temperature tunnel with a 2 % slope), the airflow temperature within the tunnel can be effectively lowered to meet the cooling requirements of 28 °C after 407 days of thermal pressure ventilation. The energy-saving analysis demonstrated that thermal pressure ventilation could yield savings of 275 MW·h in the first year, reducing carbon emissions by 23.0 tons. This study provides theoretical guidance for the thermal pressure ventilation of high-temperature inclined tunnels and offers a novel model for thermal pressure ventilation calculations.</div></div>","PeriodicalId":49414,"journal":{"name":"Tunnelling and Underground Space Technology","volume":"155 ","pages":"Article 106183"},"PeriodicalIF":6.7000,"publicationDate":"2024-11-13","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":null,"platform":"Semanticscholar","paperid":null,"PeriodicalName":"Tunnelling and Underground Space Technology","FirstCategoryId":"5","ListUrlMain":"https://www.sciencedirect.com/science/article/pii/S0886779824006011","RegionNum":1,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q1","JCRName":"CONSTRUCTION & BUILDING TECHNOLOGY","Score":null,"Total":0}
引用次数: 0

Abstract

Heat damage in tunnels is an increasingly prevalent issue, particularly in deeply buried tunnels. Thermal pressure ventilation cannot be ignored in high-temperature inclined tunnels. Implementing appropriate thermal pressure ventilation can lead to substantial energy savings. To achieve this outcome, this study proposes a novel calculation model that integrates analytical solutions for the surrounding rock temperature with discrete solutions for the airflow temperature. The maximum relative prediction error is only 6.9 %. By employing this proposed calculation model, this study analyzes the impact of the ventilation time, environmental temperature, tunnel slope, and tunnel surface roughness on the thermal pressure ventilation dynamics while also analyzing the energy savings potential. This research revealed a negative correlation between ventilation time and environmental temperature with thermal pressure ventilation, while a positive correlation was observed with tunnel slope. Tunnel roughness has a marginal influence on thermal pressure ventilation. For the Nige Tunnel (a high-temperature tunnel with a 2 % slope), the airflow temperature within the tunnel can be effectively lowered to meet the cooling requirements of 28 °C after 407 days of thermal pressure ventilation. The energy-saving analysis demonstrated that thermal pressure ventilation could yield savings of 275 MW·h in the first year, reducing carbon emissions by 23.0 tons. This study provides theoretical guidance for the thermal pressure ventilation of high-temperature inclined tunnels and offers a novel model for thermal pressure ventilation calculations.
查看原文
分享 分享
微信好友 朋友圈 QQ好友 复制链接
本刊更多论文
倾斜高温隧道的热压通风分析:中国案例研究
隧道中的热损伤是一个日益普遍的问题,尤其是在深埋隧道中。在高温倾斜隧道中,热压通风不容忽视。实施适当的热压通风可节省大量能源。为实现这一目标,本研究提出了一种新型计算模型,该模型将围岩温度的分析解法与气流温度的离散解法整合在一起。最大相对预测误差仅为 6.9%。通过采用该计算模型,本研究分析了通风时间、环境温度、隧道坡度和隧道表面粗糙度对热压通风动力学的影响,同时还分析了节能潜力。研究发现,通风时间和环境温度与热压通风呈负相关,而与隧道坡度呈正相关。隧道粗糙度对热压通风的影响微乎其微。对于尼格隧道(坡度为 2% 的高温隧道),在热压通风 407 天后,隧道内的气流温度可有效降低,以满足 28 °C 的降温要求。节能分析表明,热压通风第一年可节约 275 MW-h,减少 23.0 吨碳排放。该研究为高温倾斜隧道的热压通风提供了理论指导,并为热压通风计算提供了一个新颖的模型。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
求助全文
约1分钟内获得全文 去求助
来源期刊
Tunnelling and Underground Space Technology
Tunnelling and Underground Space Technology 工程技术-工程:土木
CiteScore
11.90
自引率
18.80%
发文量
454
审稿时长
10.8 months
期刊介绍: Tunnelling and Underground Space Technology is an international journal which publishes authoritative articles encompassing the development of innovative uses of underground space and the results of high quality research into improved, more cost-effective techniques for the planning, geo-investigation, design, construction, operation and maintenance of underground and earth-sheltered structures. The journal provides an effective vehicle for the improved worldwide exchange of information on developments in underground technology - and the experience gained from its use - and is strongly committed to publishing papers on the interdisciplinary aspects of creating, planning, and regulating underground space.
期刊最新文献
Abrupt changing aerodynamic loads resulting in diminished ride comfort when two high-speed trains intersect in a tunnel Compression-shear capacity of circumferential joint with dowel in shield tunnel: From experiments to analytical solution Quantitative characterization method of point cloud distribution in tunnel for optimizing TLS scanning plan Piled-supported embankment responses to tunnelling in soft ground: An investigation of settlement and load transfer mechanisms Modelling and assessing lifetime resilience of underground infrastructure to multiple hazards: Toward a unified approach
×
引用
GB/T 7714-2015
复制
MLA
复制
APA
复制
导出至
BibTeX EndNote RefMan NoteFirst NoteExpress
×
×
提示
您的信息不完整,为了账户安全,请先补充。
现在去补充
×
提示
您因"违规操作"
具体请查看互助需知
我知道了
×
提示
现在去查看 取消
×
提示
确定
0
微信
客服QQ
Book学术公众号 扫码关注我们
反馈
×
意见反馈
请填写您的意见或建议
请填写您的手机或邮箱
已复制链接
已复制链接
快去分享给好友吧!
我知道了
×
扫码分享
扫码分享
Book学术官方微信
Book学术文献互助
Book学术文献互助群
群 号:481959085
Book学术
文献互助 智能选刊 最新文献 互助须知 联系我们:info@booksci.cn
Book学术提供免费学术资源搜索服务,方便国内外学者检索中英文文献。致力于提供最便捷和优质的服务体验。
Copyright © 2023 Book学术 All rights reserved.
ghs 京公网安备 11010802042870号 京ICP备2023020795号-1