外文翻译--严寒地区隧道围岩冻融状况分析的导热与对流换热模型

毕业设计外文翻译 题 目 严寒地区隧道围岩冻融状况 分析的导热与对流换热模型 姓 名 陶正国 学 号 0910611115 所在学院 土木工程与建筑学院 专业班级 09 路桥 1 班 指导教师 范瑛 日 期 2013 年 3 月 25 日 A convection-conduction model for analysis of the freeze-thaw conditions in the surrounding rock wall of a tunnel in permafrost regions Abstract Based on the analyses of fundamental meteorological and hydrological conditions at the site of a tunnel in the cold regions, a combined convection-conduction model for air flow in the tunnel and temperature field in the surrounding has been constructed. Using the model, the air temperature distribution in the Xiluoqi No. 2 Tunnel has been simulated numerically. The simulated results are in agreement with the data observed. Then, based on the in situ conditions of sir temperature, atmospheric pressure, wind force, hydrogeology and engineering geology, the air-temperature relationship between the temperature on the surface of the tunnel wall and the air temperature at the entry and exit of the tunnel has been obtained, and the freeze-thaw conditions at the Dabanshan Tunnel which is now under construction is predicted. Keywords: tunnel in cold regions, convective heat exchange and conduction, freeze-thaw. A number of highway and railway tunnels have been constructed in the permafrost regions and their neighboring areas in China. Since the hydrological and thermal conditions changed after a tunnel was excavated， the surrounding wall rock materials often froze, the frost heaving caused damage to the liner layers and seeping water froze into ice diamonds， which seriously interfered with the communication and transportation. Similar problems of the freezing damage in the tunnels also appeared in other countries like Russia, Norway and Japan .Hence it is urgent to predict the freeze-thaw conditions in the surrounding rock materials and provide a basis for the design， construction and maintenance of new tunnels in cold regions. Many tunnels， constructed in cold regions or their neighboring areas， pass through the part beneath the permafrost base .After a tunnel is excavated， the original thermodynamically conditions in the surroundings are and thaw destroyed and replaced mainly by the air connections without the heat radiation, the conditions determined principally by the temperature and velocity of air flow in the tunnel， the coefficients of convective heat transfer on the tunnel wall，and the geothermal heat. In order to analyze and predict the freeze and thaw conditions of the surrounding wall rock of a tunnel， presuming the axial variations of air flow temperature and the coefficients of convective heat transfer, Lunardini discussed the freeze and thaw conditions by the approximate formulae obtained by Sham-sundar in study of freezing outside a circular tube with axial variations of coolant temperature .We simulated the temperature conditions on the surface of a tunnel wall varying similarly to the periodic changes of the outside air temperature .In fact， the temperatures of the air and the surrounding wall rock material affect each other so we cannot find the temperature variations of the air flow in advance; furthermore， it is difficult to quantify the coefficient of convective heat exchange at the surface of the tunnel wall .Therefore it is not practicable to define the temperature on the surface of the tunnel wall according to the outside air temperature .In this paper, we combine the air flow convective heat ex-change and heat conduction in the surrounding rock material into one model，and simulate the freeze-thaw conditions of the surrounding rock material based on the in situ conditions of air temperature， atmospheric pressure， wind force at the entry and exit of the tunnel， and the conditions of hydrogeology and engineering geology. 1 Mathematical model In order to construct an appropriate model, we need the in situ fundamental conditions as a ba-sis .Here we use the conditions at the scene of the Dabanshan Tunnel. The Dabanshan Tunnel is lo-toted on the highway from Xining to Zhangye, south of the Datong River, at an elevation of 3754.78-3 801.23 m, with a length of 1 530 m and an alignment from southwest to northeast. The tunnel runs from the southwest to the northeast. Since the monthly-average air temperature is beneath 0C for eight months at the tunnel site each year and the construction would last for several years， the surrounding rock materials would become cooler during the construction .We conclude that, after excavation, the pattern of air flow would depend mainly on the dominant wind speed at the entry and exit， and the effects of the temperature difference between the inside and outside of the tunnel would be very small .Since the dominant wind direction is northeast at the tunnel site in winter, the air flow in the tunnel would go from the exit to the entry. Even though the dominant wind trend is southeasterly in summer, considering the pressure difference, the temperature difference and the topography of the entry and exit， the air flow in the tunnel would also be from the exit to entry .Additionally， since the wind speed at the tunnel site is low， we could consider that the air flow would be principally laminar. Based on the reasons mentioned， we simplify the tunnel to a round tube and consider that the air flow and temperature are symmetrical about the axis of the tunnel， Ignoring the influence of the air temperature on the speed of air flow, we obtain the following equation: where t， x， r are the time， axial and radial coordinates; U， V are axial and radial wind speeds; T is temperature; p is the effective pressure(that is， air pressure divided by air density); v is the kinematic viscosity of air; a is the thermal conductivity of air; L is the length of the tunnel; R is the equivalent radius of the tunnel section; D is the length of time after the tunnel construction;fS(t), uS(t) are frozen and thawed parts in the surrounding rock materials respectively; f,uand fC,uCare thermal conductivities and volumetric thermal capacities in frozen and thawed parts respectively; X= (x , r)， (t) is phase change front; Lh is heat latent of freezing water; and To is critical freezing temperature of rock ( here we assume To= -0.1 ). 2.Used for solving the model Equation(1)shows flow. We first solve those concerning temperature at that the temperature of the surrounding rock does not affect the speed of air equations concerning the speed of air flow, and then solve those equations every time elapse. 2. 1 Procedure used for solving the continuity and momentum equations Since the first three equations in(1) are not independent we derive the second equation by x and the third equation by r. After preliminary calculation we obtain the following elliptic equation concerning the effective pressure p: Then we solve equations in(1) using the following procedures: ( i ) Assume the values for U0， V0; ( ii ) substituting U0， V0 into eq. (2)， and solving (2)， we obtain p0; (iii) solving the first and second equations of(1)， we obtain U0， V1; (iv) solving the first and third equations of(1)， we obtain U2， V2; (v) calculating the momentum-average of U1， v1 and U2， v2， we obtain the new U0， V0， then return to (ii); (vi) iterating as above until the disparity of those solutions in two consecutive iterations is sufficiently small or is satisfied， we then take those values of p0， U0 and V0 as the initial values for the next elapse and solve those equations concerning the temperature. 2 .2 Entire method used for solving the energy equations As mentioned previously， the temperature field of the surrounding rock and the air flow affect each other. Thus the surface of the tunnel wall is both the boundary of the temperature field in the surrounding rock and the boundary of the temperature field in air flow .Therefore， it is difficult to separately identify the temperature on the tunnel wall surface， and we cannot independently solve those equations concerning the temperature of air flow and those equations concerning the temperature of the surrounding rock .In order to cope with this problem，we simultaneously solve the two groups of equations based on the fact that at the tunnel wall surface both temperatures are equal .We should bear in mind the phase change while solving those equations concerning the temperature of the surrounding rock， and the convection while solving those equations concerning the temperature of the air flow, and we only need to smooth those relative parameters at the tunnel wall surface .The solving methods for the equations with the phase change are the same as in reference 3. 2.3 Determination of thermal parameters and initial and boundary conditions 2.3.1 Determination of the thermal parameters. Using p= 1013.25-0.1088 H，we calculate air pressure p at elevation H and calculate the air density using formula GTP, where T is the yearly-average absolute air temperature， and G is the humidity constant of air. Letting PC be the thermal capacity with fixed pressure, the thermal conductivity， and the dynamic viscosity of air flow, we calculate the thermal conductivity and kinematic viscosity using the formulas PCand. The thermal parameters of the surrounding rock are determined from the tunnel site. 2.3.2 Determination of the initial and boundary conditions .Choose the observed monthly average wind speed at the entry and exit as boundary conditions of wind speed， and choose the relative effective pressure p=0 at the exit ( that is， the entry of the dominant wind trend) and 52 2/)/1( vdkLp on the section of entry ( that is， the exit of the dominant wind trend )， where k is the coefficient of resistance along the tunnel wall, d = 2R， and v is the axial average speed. We approximate T varying by the sine law according to the data observed at the scene and provide a suitable boundary value based on the position of the permafrost base and the geothermal gradient of the thaw rock materials beneath the permafrost base. 3 A simulated example Using the model and the solving method mentioned above， we simulate the varying law of the air temperature in the tunnel along with the temperature at the entry and exit of the Xiluoqi No.2 Tunnel .We observe that the simulated results are close to the data observed6. The Xiluoqi No .2 Tunnel is located on the Nongling railway in northeastern China and passes through the part beneath the permafrost base .It has a length of 1 160 m running from the northwest to the southeast, with the entry of the tunnel in the northwest， and the elevation is about 700 m. The dominant wind direction in the tunnel is from northwest to southeast, with a maximum monthly-average speed of 3 m/s and a minimum monthly-average speed of 1 .7 m/s . Based on the data observed，we approximate the varying sine law of air temperature at the entry and exit with yearly averages of -5， -6.4 and amplitudes of 18.9 and 17.6 respectively. The equivalent diameter is 5 .8m， and the resistant coefficient along the tunnel wall is 0.025.Since the effect of the thermal parameter of the surrounding rock on the air flow is much smaller than that of wind speed， pressure and temperature at the entry and exit， we refer to the data observed in the Dabanshan Tunnel for the thermal parameters. Figure 1 shows the simulated yearly-average air temperature inside and at the entry and exit of the tunnel compared with the data observed .We observe that the difference is less than 0 .2 C from the entry to exit. Figure 2 shows a comparison of the simulated and observed monthly-average air temperature in-side (distance greater than 100 m from the entry and exit) the tunnel. We observe that the principal law is almost the same， and the main reason for the difference is the errors that came from approximating the varying sine law at the entry and exit; especially , the maximum monthly-average air temperature of 1979 was not for July but for August. Fig.1. Comparison of simulated and observed air temperature in Xiluoqi No.2 Tunnel in 1979.1,simulated values;2,observed values Fig.2.The comparison of simulated and observed air temperature inside The Xiluoqi No.2 Tunnel in 1979.1,simulated values;2,observed values 4 Prediction of the freeze-thaw conditions for the Dabanshan Tunnel 4 .1 Thermal parameter and initial and boundary conditions Using the elevation of 3 800 m and the yearly-average air temperature of -3 , we calculate the air density p=0 .774 kg/m3 .Since steam exists In the air, we choose the thermal capacity with a fixed pressure of air ),./(8 7 4 4.1 0 CkgkJCp heat conductivity )./(100.2 02 CmW and the dynamic viscosity )./(102 1 8.9 6 smkg After calculation we obtain the thermal diffusivity a= 1 .3788 sm /10 25 and the kinematic viscosity， sm /1019.1 25 . Considering that the section of automobiles is much smaller than that of the tunnel and the auto-mobiles pass through the tunnel at a low speed， we ignore the piston effects， coming from the movement of automobiles， in the diffusion of the air. We consider the rock as a whole component and choose the dry volumetric cavity 3/2400 mkgd ,content of water and unfrozen water W=3% and W=1%, and the thermal conductivity cmW ou ./9.1, cmW of ./0.2,heat capacity ckgkJC oV ./8.0and duf WwC 1 )128.48.0( ,duu WwC 1 )1 2 8.48.0( According to the data observed at the tunnel site， the maximum monthly-average wind speed is about 3 .5 m/s， and the minimum monthly-average wind speed is about 2.5 m/s .We approximate the wind speed at the entry and exit as )/(5.2)7(0 2 8.0)( 2 smttv , where t is in month. The initial wind speed in the tunnel is set to be .0),0(),)(1(),0( 2 rxVRrUrxU a The initial and boundary values of temperature T are set to be where f(x) is the distance from the vault to the permafrost base， and R0=25 m is the radius of do-main of solution T. We assume that the geothermal gradient is 3%， the yearly-average air temperature outside tunnel the is A=-3 C0 ， and the amplitude is B=12C0 . As for the boundary of R=Ro， we first solve the equations considering R=Ro as the first type of boundary; that is we assume that T=f(x) 3%C0 on R=Ro. We find that, after one year, the heat flow trend will have changed in the range of radius between 5 and 25m in the surrounding rock. Considering that the rock will be cooler hereafter and it will be affected yet by geothermal heat, we approximately assume that the boundary R=Ro is the second type of boundary; that is， we assume that the gradient value， obtained from the calculation up to the end of the first year after excavation under the first type of boundary value, is the gradient on R=Ro of T. Considering the surrounding rock to be cooler during the period of construction， we calculate from January and iterate some elapses of time under the same boundary. Then we let the boundary values vary and solve the equations step by step(it can be proved that the solution will not depend on the choice of initial values after many time elapses ). 4 .2 Calculated results Figures 3 and 4 show the variations of the monthly-average temperatures on the surface of the tunnel wall along with the variations at the entry and exit .Figs .5 and 6 show the year when permafrost begins to form and the maximum thawed depth after permafrost formed in different surrounding sections. Fig.3.The monthly-average temperature Fig.4.Comparison of the monthly- On the surface of Dabanshan Tunnel. average temperature on the surface I,The month,I=1,2,3,12 tunnel with that outside the tunnel. 1,inner temperature on the surface; 2,outside air temperature Fig.5.The year when permafrost Fig.6.The maximum thawed depth after Begins to form in different permafrost formed in different years Sections of the surrounding rock 4 .3 Preliminary conclusion Based on the initial-boundary conditions and thermal parameters mentioned above, we obtain the following preliminary conclusions: 1） r temperature at the entry and exit. It is warmer during the cold season and cooler during the warm season in the internal part (more than 100 m from the entry and exit) of the tunnel than at the entry and exit . Fig .1 shows that the internal monthly-average temperature on the surface of the tunnel wall is 1.2 higher in January, February and December, 1 higher in March and October, and 1 .6 lower in June and August, and 2qC lower in July than the air temperature at the entry and exit. In other months the infernal temperature on the surface of the tunnel wall approximately equals the air temperature at the entry and exit. 2) Since it is affected by the geothermal heat in the internal surrounding section ， especially in the central part, the internal amplitude of the yearly-average temperature on the surface of the tunnel wall decreases and is 1 .6 lower than that at the entry and exit. 3 ) Under the conditions that the surrounding rock is compact , without a great amount of under-ground water, and using a thermal insulating layer(as designed PU with depth of 0.05 m and heat conductivity =0.0216 W/m， FBT with depth of 0.085 m and heat conductivity =0.0517W/m )， in the third year after tunnel construction， the surrounding rock will begin to form permafrost in the range of 200 m from the entry and exit .In the first and the second year after construction, the surrounding rock will begin to form permafrost in the range of 40 and 100m from the entry and exit respectively .In the central part， more than 200m from the entry and exit, permafrost will begin to form in the eighth year. Near the center of the tunnel， permafrost will appear in the 14-15th years. During the first and second years after permafrost formed， the maximum of annual thawed depth is large