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Adiabatic-section flow in axial-groove heat pipes with varying meniscus curvature

Published online by Cambridge University Press:  03 August 2026

Marc Hodes*
Affiliation:
Department of Mechanical Engineering, Tufts University , Medford MA, 02155, US Department of Mathematics, Tufts University, Medford, MA 02155, US
Haotian Jia
Affiliation:
Department of Mechanical Engineering, Tufts University , Medford MA, 02155, US
Andrew Daetz
Affiliation:
Department of Mechanical Engineering, Tufts University , Medford MA, 02155, US
Toby L. Kirk
Affiliation:
School of Mathematical Sciences, University of Southampton, Southampton SO17 1BJ, UK
*
Corresponding author: Marc Hodes, marc.hodes@tufts.edu

Abstract

Content of image described in text.

Via asymptotics and numerics, we develop a semi-analytical procedure to capture the effect of slowly varying (streamwise) meniscus curvature on the flow resistance of the adiabatic section of an axial-groove heat pipe (AGHP). The small parameter is the pitch of the grooves divided by the length of the section. The geometry of the AGHP, its orientation with respect to gravity and relevant thermophysical properties (and, thus, the maximum capillary pressure) are prescribed. The deviation of the radius of curvature of the menisci from that of the lands (raised ridges protruding into the heat pipe bounding the axial grooves through which liquid flows) is captured numerically. (Alternatively, a boundary perturbation approach using a second small parameter, a protrusion angle of the meniscus into the groove, is outlined.) A local analysis ensures that the singularities at the triple-contact lines are resolved. Our procedure enables more accurate prediction of the capillary limit of an AGHP and the thermal resistance of its adiabatic section because, as shown, it causes the flow resistance in the adiabatic section in an AGHP representative of a commercial one to change by as much as 70 %. Instructions to access our code to semi-analytically compute the capillary limit when the radii of the menisci and lands are equal but, unlike in previous literature, shear stress and velocity are matched along the meniscus in the adiabatic section, are provided.

Information

Type
JFM Papers
Copyright
© The Author(s), 2026. Published by Cambridge University Press
Figure 0

Figure 1. Figure 1 long description.Schematic of an AGHP.

Figure 1

Figure 2. Cross-sectional views of AGHP at arbitrary z∗$z^*$. (a) Full cross-section with domain bounded by dashed red curves and (b) domain. (Surfaces A$\boldsymbol{A}$-M$\boldsymbol{M}$ are discussed in § 2.1 when boundary conditions are considered.)

Figure 2

Table 1. Domain boundaries.Table 1 long description.

Figure 3

Figure 3. Geometry of the leading-order problem in ϵ$\epsilon$.

Figure 4

Figure 4. Row 1: (θm=0$\theta _{\textit{m}}=0$) Dimensional velocities in both phases from the series solution when N$N$ = 5000, 10 000 and 15 000 and local analysis in the vicinity of the triple-contact line vs. (angular) distance from it (θ−θg/2$\theta - \theta _{\textit{g}}/2$) for baseline case. (b,c) |A^l|$|\hat {A}_l|$ (|C^n|$|\hat {C}_n|$) vs. l$l$ (and n$n$) for values of it up to 5000, 10 000 and 15 000 and red lines corresponding O(1/l)$O(1/l)$ (and O(1/n)$O(1/n)$).

Figure 5

Figure 5. Figure 5 long description.Plots of |ξ~−ξ~series0|$|\tilde {\xi }-\tilde {\xi }_{\textit{series}}^{0}|$ vs. θm$\mathrm{\theta _{\textit{m}}}$ for baseline conditions and operating temperatures of 60∘$\,^{\circ }$C, 200∘$\,^{\circ }$C and 300∘$\,^{\circ }$C.

Figure 6

Table 2. Boundary conditions along meniscus.Table 2 long description.

Figure 7

Table 3. Saturation properties of (liquid) water and water vapour (Lemmon et al. (2010)), where c$c$ is the speed of sound.Table 3 long description.

Figure 8

Figure 6. Figure 6 long description.ξ~$\tilde {\xi }$ vs. θm$\theta _{\textit{m}}$ for the baseline geometry, ϕ=0$\phi =0$ and To∗$T_{\textit{o}}^*$ = 60, 200 and 300∘$\,^{\circ }$C.

Figure 9

Figure 7. Capillary limit vs. adiabatic-section length (La∗$L_{\textit{a}}^*$) in 0.3 m-long AGHP with Le∗=Lc∗$L_{\textit{e}}^*=L_{\textit{c}}^*$, To∗$T_{\textit{o}}^*$ = 60∘$\,^\circ$C and Rg∗$R_{\textit{g}}^*$ = 1.18 mm (blue), 1.20 mm (red) and 1.22 mm (green).

Figure 10

Figure 8. Capillary limit vs. adiabatic-section length in 0.3 m-long AGHP with Le∗=Lc∗$L_{\textit{e}}^*=L_{\textit{c}}^*$, To∗$T_{\textit{o}}^*$ = 200∘$\,^\circ$C and Rg∗$R_{\textit{g}}^*$ = 1.18 mm (blue), 1.20 mm (red) and 1.22 mm (green).

Figure 11

Figure 9. Capillary limit vs. adiabatic-section length in 0.3 m-long AGHP with Le∗=Lc∗$L_{\textit{e}}^*=L_{\textit{c}}^*$, To∗$T_{\textit{o}}^*$ = 300∘$\,^\circ$C and Rg∗$R_{\textit{g}}^*$ = 1.18 mm (blue), 1.20 mm (red) and 1.22 mm (green).

Figure 12

Figure 10. Figure 10 long description.Rows 1–3: p∗$p^*$ vs z∗$z^*$ for 0.3 m-long AGHP with 0.1 m (0.2 m) long adiabatic section in left (right) column and To∗$T_{\textit{o}}^*$ = 60, 200 and 300∘$\,^{\circ }$C in rows 1–3, respectively. Top curves at higher pressures correspond to water vapour and lower ones to liquid water. Row 4 plots θm$\theta _{\textit{m}}$ vs z∗$z^*$ for the three temperatures above with 0.1 m (0.2 m) long adiabatic section in left (right) column.

Figure 13

Figure 11. Contour plots of vz,i∗$v_{z,i}^*$ for baseline geometry from numerical (Matlab) solution, ϕ=0∘$\phi =0^{\circ }$, To∗=60$T_{\textit{o}}^*= 60$, 200 and 300∘$\,^{\circ }$C and θm=0∘$\theta _{\textit{m}}=0^{\circ }$ and 57∘$^{\circ }$. Dashed white curves correspond to vz,i∗=0$v_{z,i}^*=0$; that in row 2 is hard to fully discern as it partly overlaps with the meniscus.

Figure 14

Figure 12. Values of Vz,i0$V_{z,i}^0$ (a) and ∂Vz,v0/∂r$\partial V_{z,v}^0/\partial r$ (b) along meniscus vs. θ$\theta$ for the baseline geometry when ϕ=0$\phi = 0$ and To∗=60$T_{\textit{o}}^*= 60$, 200 and 300∘$\,^{\circ }$C.

Figure 15

Figure 13. Values of fratio$f_{\textit{ratio}}$ vs. (discrete) To$T_{\textit{o}}$ for the 3 groove depths (Rg∗$R_{\textit{g}}^*$) examined corresponding to case C0$_0$ (θm=0$\theta _{\textit{m}} =0$) and the maximum protrusion angle considered, (θm=57∘$\theta _{\textit{m}} =57^{\circ }$) in case C.

Figure 16

Figure 14. Gravity effect: capillary limit to vs tilting angle at 60∘$\,^\circ$C, Rg∗$R_{\textit{g}}^*$ = 1.22 mm, La∗$L_{\textit{a}}^*$ = 0.1m.

Figure 17

Figure 15. Values of p∗$p^*$ vs z∗$z^*$ for baseline geometry and ϕ=90∘$\phi = 90^{\circ }$ for 0.3 m-long AGHP with 0.1 m long adiabatic section and To∗$T_{\textit{o}}^*$ = 60∘$\,^{\circ }$C.

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