In recent years, the actual cooling load of underground stations has been much lower than the cooling load estimated while designing the stations thirty years ago. This is because several conditions related to cooling load have changed. The most significant change is the reduction of train weight and the improvement of train system efficiency, such as power regenerative braking and car cooling systems. As a result of these changes, the heat generated from trains has decreased. Another change is the rise of the underground water level in urban areas of Japan, which affects underground temperature. When the renewal designs of underground stations are considered, it is important to precisely estimate the actual cooling load. The effect of train wind on cooling load is significant. In order to estimate the cooling load taking train wind into account, the volume of train wind and the tunnel air temperature are required.
In a previous paper, the volume of train wind was discussed. A train was modeled as a moving body in a CFD simulation, to simulate train wind. The CFD simulation could reproduce the measured results when the pressure loss coefficient in the tunnel was identified to compare the train wind of three stations. The CFD simulation results for five stations showed that air volume of the train wind was greatly affected by the train speed and the tunnel structure.
In this paper, the measured air temperature and humidity of eight tunnels over two years is presented and studied. The characteristics of the measured data are as follows:
1) The diurnal range of tunnel air temperature is smaller than that of the outside air temperature.
2) The daily mean humidity ratio in tunnels is almost same as the local meteorological data.
3) The annual average temperature in tunnels is higher than the local outside temperature because of heat emission from trains. This difference is correlated to the length of the tunnels.
4) Tunnel air temperature is delayed by approximately 15 days compared to the outside one because of the thermal capacity of the station structure.
Then, the simple estimation formula Eq. 1 is proposed to predict the tunnel air temperature based on the local outside temperature data, using several parameters.
Tr(
t) = (
Toa +
a) + {
Tox(
t -
td) -
Toa}·
b Eq. 1
Tr(
t): Tunnel air temperature [°C]
Toa: Annual average outside air temperature [°C]
a: Parameter related to the annual average temperature difference between the tunnel and outside [°C]
t: Number of day(s) counted from the beginning of year[day]
td: Time delay [day],
Tox(
t): Daily average outside temperature[°C]
b: Parameter related to the ratio of the annual temperature range between outside and the tunnel
This paper also shows that the parameters of the formula can be derived from the length of tunnels. The predicted tunnel air temperature is compared with the measured ones and the prediction accuracy is confirmed.
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