LAPSE:2023.15247v1
Published Article

LAPSE:2023.15247v1
Experimental Study on Temporal and Spatial Evolutions of Temperature Field of Double-Pipe Freezing in Saline Stratum with a High Velocity
March 2, 2023
Abstract
Freezing construction in saline stratum under the action of groundwater is typical. To study the coupling effect of the groundwater velocity and salinity on the freezing in saline stratum, the freezing temperature of saline sand with different salinities was obtained through experiments. A controllable velocity double-pipe freezing physical model test system for saline sand was established. The temperature distribution in saturated saline sand under different salinities and velocities were studied. The test results showed that the temporal and spatial evolutions of the temperature field were affected by the velocity and salinity. Under the same boundary temperature, the higher the salinity, the lower the temperature at the measuring point on the main surface and interface. The overlapping time varies significantly. The analysis results showed that the larger velocity and the higher the salinity, the longer the overlapping time. The velocity and salinity inhibited the development of the frozen curtain. Under different test conditions, the development rate of the freezing curtain area was in the range of 3987−15,246 mm2/h.
Freezing construction in saline stratum under the action of groundwater is typical. To study the coupling effect of the groundwater velocity and salinity on the freezing in saline stratum, the freezing temperature of saline sand with different salinities was obtained through experiments. A controllable velocity double-pipe freezing physical model test system for saline sand was established. The temperature distribution in saturated saline sand under different salinities and velocities were studied. The test results showed that the temporal and spatial evolutions of the temperature field were affected by the velocity and salinity. Under the same boundary temperature, the higher the salinity, the lower the temperature at the measuring point on the main surface and interface. The overlapping time varies significantly. The analysis results showed that the larger velocity and the higher the salinity, the longer the overlapping time. The velocity and salinity inhibited the development of the frozen curtain. Under different test conditions, the development rate of the freezing curtain area was in the range of 3987−15,246 mm2/h.
Record ID
Keywords
freezing temperature, frozen curtain, groundwater velocity, saline sand, temperature field
Subject
Suggested Citation
Rong C, Sun S, Cheng H, Duan Y, Yang F. Experimental Study on Temporal and Spatial Evolutions of Temperature Field of Double-Pipe Freezing in Saline Stratum with a High Velocity. (2023). LAPSE:2023.15247v1
Author Affiliations
Rong C: School of Civil Engineering and Architecture, Anhui University of Science and Technology, Huainan 232001, China; School of Engineering Research Center of Underground Mine Construction, Ministry of Education, Anhui University of Science and Technology, Hua
Sun S: School of Civil Engineering and Architecture, Anhui University of Science and Technology, Huainan 232001, China [ORCID]
Cheng H: School of Engineering Research Center of Underground Mine Construction, Ministry of Education, Anhui University of Science and Technology, Huainan 232001, China
Duan Y: School of Engineering Research Center of Underground Mine Construction, Ministry of Education, Anhui University of Science and Technology, Huainan 232001, China
Yang F: School of Engineering Research Center of Underground Mine Construction, Ministry of Education, Anhui University of Science and Technology, Huainan 232001, China
Sun S: School of Civil Engineering and Architecture, Anhui University of Science and Technology, Huainan 232001, China [ORCID]
Cheng H: School of Engineering Research Center of Underground Mine Construction, Ministry of Education, Anhui University of Science and Technology, Huainan 232001, China
Duan Y: School of Engineering Research Center of Underground Mine Construction, Ministry of Education, Anhui University of Science and Technology, Huainan 232001, China
Yang F: School of Engineering Research Center of Underground Mine Construction, Ministry of Education, Anhui University of Science and Technology, Huainan 232001, China
Journal Name
Energies
Volume
15
Issue
4
First Page
1308
Year
2022
Publication Date
2022-02-11
ISSN
1996-1073
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Original Submission
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PII: en15041308, Publication Type: Journal Article
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LAPSE:2023.15247v1
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https://doi.org/10.3390/en15041308
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Mar 2, 2023
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