›› 2012, Vol. 33 ›› Issue (1): 287-294.

• Numerical Analysis • Previous Articles     Next Articles

Numerical modeling of water flow and heat transfer in a meter-scale physical model of fractured rocks

LIU Xue-yan,XIANG Yan-yong   

  1. School of Civil Engineering, Beijing Jiaotong University, Beijing 100044, China
  • Received:2010-04-14 Online:2012-01-10 Published:2012-01-17

Abstract: In order to study coupled groundwater flow and heat transfer in the near-field of high-level nuclear waste repositories, a meter-scale physical model with regular fractures has been constructed, using rock blocks taken from the preliminary potential Beishan site in China’s Gansu province, to conduct experiments of fracture water flow and heat transfer. As a preliminary theoretical study of the physical modeling, this paper presents a numerical modeling analysis of the fractured rock physical model using an equivalent continuum model. Under the prescribed conditions, the calculations reveal: heat conduction and fracture water flow turn quickly from uncorrelated in the early phase of heating to fully coupled at later times; while the standstill fracture water essentially behaves through heat storage and conduction, the fracture water flow can induce heat convection between water and the rock matrix as well as heat advection; if the fracture water flux is kept constant, then variation of the fracture aperture would exert little influence on the system; if the fracture water velocity is kept constant, then the effect of the variation of the fracture aperture would be significant; higher heat intensity would cause more convection heat transfer from fracture water flow and larger water pressure increase, and the latter effect would be much more significant when the temperature exceeds 100℃; the model system approaches to steady state after about 7 days of heating , with the amount of heat flushed out due to fracture flow equaling the effective heat input.

Key words: nuclear waste repository, fractured rock, groundwater flow, heat transfer, equivalent continuum model, numerical modeling

CLC Number: 

  • TU 452
[1] XU Yun-shan, SUN De-an, ZENG Zhao-tian, LÜ Hai-bo, . Temperature effect on thermal conductivity of bentonites [J]. Rock and Soil Mechanics, 2020, 41(1): 39-45.
[2] XIAO Yao, DENG Hua-feng, LI Jian-lin, ZHI Yong-yan, XIONG Yu. The deterioration effect of fractured rock mass strengthened by grouting method under long-term immersion [J]. Rock and Soil Mechanics, 2019, 40(S1): 143-151.
[3] ZHI Yong-yan, DENG Hua-feng, XIAO Yao, DUAN Ling-ling, CAI Jia, LI Jian-lin. Analysis of seepage characteristics of fractured rock mass reinforced by microbial grouting [J]. Rock and Soil Mechanics, 2019, 40(S1): 237-244.
[4] JIANG Qiang-qiang, JIAO Yu-yong, LUO Jin, WANG Hao, . Review and prospect on heat transfer and bearing performance of energy piles [J]. Rock and Soil Mechanics, 2019, 40(9): 3351-3362.
[5] ZHANG Ming-li, WEN Zhi, DONG Jian-hua, WANG De-kai, HOU Yan-dong, WANG Bin, GUO Zong-yun , WEI Hao-tian, . Mechanism of climate warming on thermal-moisture dynamics of active permafrost layer considering effect of rainfall [J]. Rock and Soil Mechanics, 2019, 40(5): 1983-1993.
[6] XU Chen-yu, BAI Bing, LIU Ming-ze, . Experimental study of the fracture characteristics of granite under CO2 injection condition [J]. Rock and Soil Mechanics, 2019, 40(4): 1474-1482.
[7] CAI Qi-peng, GAN Gang-lu, NG C. W. W., CHEN Xing-xin, XIAO Zhao-yun, . Study on failure mechanism and setback distance of a pile group in sand subjected to normal faulting [J]. Rock and Soil Mechanics, 2019, 40(3): 1067-1075.
[8] LI Wei, WANG Zhe-chao, BI Li-ping, LIU Jie, . Representative elementary volume size for permeable property and equivalent permeability of fractured rock mass in radial flow configuration [J]. Rock and Soil Mechanics, 2019, 40(2): 720-727.
[9] LIU Yan-zhang, GUO Yun-lin , HUANG Shi-bing , CAI Yuan-tian , LI Kai-bing , WANG Liu-bao , LI Wei , . Study of fracture characteristics and strength loss of crack quasi-sandstone under freeze-thaw cycles [J]. Rock and Soil Mechanics, 2018, 39(S2): 62-71.
[10] LI Dong-qi, LI Zong-li, Lü Cong-cong. Analysis of fracture strength of rock mass considering fissure additional water pressure [J]. , 2018, 39(9): 3174-3180.
[11] LI Zheng-wei, ZHANG Yan-jun, ZHANG Chi, XU Tian-fu,. Experiment on convection heat transfer characteristics in a single granite fracture [J]. , 2018, 39(9): 3261-3269.
[12] YANG Hao, ZHANG Jin-xun, SHAN Ren-liang, WU Fu-mei, GUO Zhi-ming,. Experimental study on mechanical properties of frozen saturated single fractured rock mass [J]. , 2018, 39(4): 1245-1255.
[13] ZHANG Ming-li, WEN Zhi, DONG Jian-hua, WANG De-kai, . Coupled water-vapor-heat transport in shallow unsaturated zone of active layer in permafrost regions [J]. , 2018, 39(2): 561-570.
[14] HUANG Shi-bing, LIU Quan-sheng, CHENG Ai-ping, LIU Yan-zhang, . A coupled hydro-thermal model of fractured rock mass under low temperature and its numerical analysis [J]. , 2018, 39(2): 735-744.
[15] ZHOU Yu, SUN Zheng, WANG Li, WANG Yu, DING Yin-ping, . Meso research on mechanical properties and slab failure mechanism of pre-fractured rock mass under the condition of one side restriction loading [J]. Rock and Soil Mechanics, 2018, 39(12): 4385-4394.
Viewed
Full text


Abstract

Cited

  Shared   
  Discussed   
[1] LIU Xiao-wen,CHANG Li-jun,HU Xiao-rong. Experimental research of matric suction with water content and dry density of unsaturated laterite[J]. , 2009, 30(11): 3302 -3306 .
[2] WANG Guan-shi, LI Chang-hong, CHEN Bao-jun, LI Sh-ihai. Propagation law of stress wave in nonlinear structural surface medium[J]. , 2009, 30(12): 3747 -3752 .
[3] WANG Zhao-yang, XU Qiang, NI Wan-kui. Study of undisturbed loess stress-strain relation during CT test[J]. , 2010, 31(2): 387 -391 .
[4] DENG Qin,GUO Ming-wei,LI Chun-guang,GE Xiu-run. Vector sum method for slope stability analysis based on boundary element method[J]. , 2010, 31(6): 1971 -1976 .
[5] WAN Shao-shi, NIAN Ting-kai, JIANG Jing-cai, LUAN Mao-tian. Discussion on several issues in slope stability analysis based on shear strength reduction finite element methods (SSR-FEM)[J]. , 2010, 31(7): 2283 -2288 .
[6] LIU Jia, WANG Dong. Tension resistance and suction of plate anchor foundation in normally consolidated clay[J]. , 2009, 30(3): 735 -740 .
[7] XU Wei-sheng, CHAI Jun-rui, CHEN Xing-zhou, SUN Xu-shu. Study of nonlinear noncubic seepage in netwok rock and its application[J]. , 2009, 30(S1): 53 -57 .
[8] ZHAO Shang-yi, ZHENG Ying-ren, LI An-hong, QIU Wen-ping, TANG Xiao-song. Application of multi-row embedded anti-slide piles to landslide of Wulong county government[J]. , 2009, 30(S1): 160 -164 .
[9] WEI Hou-zhen, YAN Rong-tao, WEI Chang-fu, WU Er-lin, CHEN Pan, TIAN Hui-hui. Summary of researches for phase-equilibrium of natural gas hydrates in bearing sediments[J]. , 2011, 32(8): 2287 -2294 .
[10] ZHAO Yue-tang, LIN Jia-wei, SHI Lei. Research of spalling under impulse loading[J]. , 2011, 32(S2): 122 -126 .