Abstract
The convective heat transfer coefficient (HTC) is a useful indicator that characterizes the convective heat transfer properties between flowing fluid and hot dry rock. An analytical method is developed to explore a more realistic formula for the HTC. First, a heat transfer model is described that can be used to determine the general expression of the HTC. As one of the novel elements, the new model can consider an arbitrary function of temperature distribution on the fracture wall along the direction of the rock radius. The resulting Dirichlet problem of the Laplace equation on a semi-disk is successfully solved with the Green’s function method. Four specific formulas for the HTC are derived and compared by assuming the temperature distributions along the radius of the fracture wall to be zeroth-, first-, second-, and third-order polynomials. Comparative verification of the four specific formulas based on the test data shows that the formula A corresponding to the zeroth-order polynomial always predicts stable HTC values. At low flow rates, the four formulas predict similar values of HTC, but at higher flow rates, formulas B and D, respectively, corresponding to the first- and third-order polynomials, predict either too large or too small values of the HTC, while formula C, corresponding to the second-order polynomial, predicts relatively acceptable HTC values. However, we cannot tell which one is the more rational formula between formulas A and C due to the limited information measured. One of the clear advantages of formula C is that it can avoid the drawbacks of the discontinuity of temperature and the singular integral of HTC at the points (±R, 0). Further experimental work to measure the actual temperature distribution of water in the fracture will be of great value. It is also found that the absorbed heat of the fluid, Q, has a significant impact on the prediction results of the HTC. The temperatures at the inlet and the outlet used for Q should be consistent with the assumptions adopted in the derivation of its corresponding HTC formula. A mismatched value of Q might be the reason that some existing HTC formulas predict negative or extremely large HTCs at high flow rates.
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Abbreviations
- T i (x):
-
Inner surface temperature distribution of the rock sample (K)
- T w (x):
-
Temperature distribution of the fracture water (K)
- T w1 (x):
-
Temperature distribution at the fracture inlet
- T w2 (x):
-
Temperature distribution at the fracture outlet
- T i0 :
-
Inner surface temperature at the center of the rock sample (K)
- T 1 :
-
The temperature of water at the fracture inlet (K)
- T 2 :
-
The temperature of water at the fracture outlet (K)
- L :
-
Length of the rock sample (m)
- k :
-
Thermal conductivity of rock (W/(m K))
- δ :
-
Width of aperture (m)
- HTC:
-
Heat transfer coefficient
- n :
-
The order of polynomial
- f 1 (x):
-
The boundary condition at L 2[−R, 0], in “Appendix”
- f 2 (x):
-
The boundary condition at L 3[0, R], in “Appendix”
- h :
-
Heat transfer coefficient (W/(m2 K))
- R :
-
Radius of the rock specimen (m)
- Q :
-
Heat quantity transferred to the water (J)
- T c :
-
The temperature at the outer wall surface of specimen, i.e., the oil temperature (K)
- C p :
-
Specific heat capacity at constant pressure (J/(kg K))
- ρ :
-
Density of water (kg/m3)
- u :
-
Flow velocity (m/s)
- G :
-
Green’s function
- x :
-
Horizontal coordinate
- y :
-
Vertical coordinate
- u (x, y):
-
Solution to Dirichlet problem of Laplace equation on a semi-disk, in “Appendix”
- b, b w1, b w2 :
-
Coefficients in polynomial
- Z + :
-
The set of positive integers
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Acknowledgements
The authors gratefully acknowledge the support of this work by the National Natural Science Foundation of China (Grant No. 41672252). Thanks a lot for the help by Prof. Guji Tian from the Institute of Physics and Mathematics of Chinese Academy of Sciences.
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Appendix: Solution to Dirichlet Problem of Laplace Equation on a Semi-disk
Appendix: Solution to Dirichlet Problem of Laplace Equation on a Semi-disk
1.1 Green Function for Semi-disk in a Plane
The Dirichlet problem of Laplace equation on a semi-disk reads,
The materials below originated from Chapter 12 (Asmar 2005). We would like to apply the so-called method of images, which uses basic facts from plane geometry about the circle and reflection, to derive the Green functions. Generally, the Green’s function for \( \varOmega \subset R^{2} \) is of the form,
where h satisfies
and then
Now we introduce a well-known transformation called the Steiner inversion, see Section 12.4 (Asmar 2005). When A is not the origin, the point A* is the inverse of the point A through the circle {(x, y) \( \in \) R 2: |x|2 + |y|2 = R 2}. By definition of the Steiner inversion, A* is the point on the ray from the origin O through A at a distance such that \( OA \cdot OA^{*} = R^{2} \).
In particular, if A = (x 0,y 0) ∈ {(x, y) \( \in \) R 2: |x|2 + |y|2 ≤ R 2}, then
Let
Then
The reflection of \( \left( {x_{0} ,y_{0} } \right) \) about x-axis (y = 0) is \( \left( {x_{0} , - y_{0} } \right), \) let
then
which, by virtue of (29), implies
with \( \varOmega = \left\{ {\left( {x,y} \right) \in R^{2} :\;\left| x \right|^{2} + \left| y \right|^{2} < R^{2} ,y > 0} \right\}, \) and therefore \( G\left( {x,y,x_{0} ,y_{0} } \right) \) is the unique Green’s function determined by the region \( \varOmega \). The uniqueness of Green’s function is from Theorem 3, Section 12.3, in the work by Asmar (2005).
We separate the boundary of \( \varOmega \) into two parts: One is a semicircle \( \left\{ {\left( {x,y} \right) \in R^{2} :\;\left| x \right|^{2} + \left| y \right|^{2} = R^{2} ,y > 0} \right\}, \) and the other is \( \left\{ {\left( {x,y} \right) \in R^{2} :\;\left| x \right|^{2} + \left| y \right|^{2} \le R^{2} ,y = 0} \right\}. \) When we deal with the problem in a semicircle, it is convenient to express Green’s function in polar coordinates. Let
By (29)
Similarly
Therefore
Now we turn to the case \( \left\{ {\left( {x,y} \right) \in R^{2} :\;\left| x \right| \le R,y = 0} \right\}, \) and it follows from (28) that
Inserting the equalities above into (31), we have
1.2 Analytical Solution for Arbitrary Boundary Functions
We restate Theorem 2, Section 12.3 (Asmar 2005), as follows.
Theorem 1
Suppose that u is harmonic in \( \varOmega \) and continuous on its boundary \( \varGamma \) . Then for \( \left( {x,y} \right) \in \varOmega \), we have
where G is the Green’s function for \( \varOmega . \)
Here we can have a different version from the original one of Asmar (2005) because the fact \( G\left( {x,y,x_{0} ,y_{0} } \right) = G\left( {x_{0} ,y_{0} ,x,y} \right) \) is employed. In general, if we write \( u\left( {x,y} \right) = u\left( {r_{0} \cos \phi ,r_{0} \sin \phi } \right), \) the outward normal vector \( n = \left( {\cos \phi ,\sin \phi } \right) \) on the circle \( \left\{ {\left( {x,y} \right) \in R^{2} :\;\left| x \right|^{2} + \left| y \right|^{2} = R^{2} } \right\} \). Therefore
Now we calculate \( \frac{\partial u}{\partial n}\left( {x_{0} ,y_{0} ,x,y} \right) \) on the circle \( \left\{ {\left( {x,y} \right) \in R^{2} :\;\left| x \right|^{2} + \left| y \right|^{2} = R^{2} } \right\} \) as
where \( {\text{d}}s = R{\text{d}}\phi \) is used.
Calculations show that
and similarly
By Theorem 1, we have
Because \( 0 \le \theta ,\phi \le \pi , \) we see that
Since the outward normal vector on \( \left\{ {\left( {x,y} \right) \in R^{2} :\;\left| x \right|^{2} + \left| y \right|^{2} \le R^{2} ,y = 0} \right\} \) is \( \left( {0, - 1} \right), \) then
and calculation shows by (35) that
Notice that
We see that
which, together with (38), yields
and, from (36)
By Theorem 1, we have
From (36), (37), and (39), we have the explicit solution to the Dirichlet problem of Laplace equation on a semi-disk in plane
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Bai, B., He, Y., Hu, S. et al. An Analytical Method for Determining the Convection Heat Transfer Coefficient Between Flowing Fluid and Rock Fracture Walls. Rock Mech Rock Eng 50, 1787–1799 (2017). https://doi.org/10.1007/s00603-017-1202-6
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DOI: https://doi.org/10.1007/s00603-017-1202-6