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Advances in Civil Engineering
/
2021
/
Article
/
Tab 7
/
Research Article
Freezing Temperature Field of FSPR under Different Pipe Configurations: A Case Study in Gongbei Tunnel, China
Table 7
Contrast of temperature data at horizontal direction.
Measuring point
T
0
(°C)
T
21
(°C)
Δ
T
(°C)
V
(°C/h)
Time of temperature below freezing point (
h
)
Δ
t
(h)
h2
19.9
−1.2
−5.4
−1.00
19
9
h2
∗
19.6
−4.2
−1.13
10