低渗透岩体饱和渗流研究进展

王慧明; 王恩志; 韩小妹; 李扬

低渗透岩体饱和渗流研究进展

1.
清华大学水利水电工程系, 北京, 100084;
2.
中国地质大学资源与环境学院, 北京, 100083

基金项目: 国家自然科学基金资助项目(59779014,40172084)

详细信息

作者简介:
王慧明(1969- ),男,内蒙古呼和浩特人,清华大学水利水电系讲师,硕士研究生,主要从事岩体渗流研究.

中图分类号: P641.2;G353.11

Advances in the research on saturated seepage flowin low permeability rock masses

1.
Department of Hydraulic Engineering, Tsinghua University, Beijing 100084, China;
2.
China University of Geosciences, Beijing 100083, China

Funds: The project is supported by National Natural Science Foundation of China(No.59779014 and No.40172084).

摘要: 低渗透介质中的水流会影响水文地质系统和地球化学系统的演化,影响石油和矿藏的形成。低渗透介质在废弃物的处置和填埋、工程安全以及环境变化方面都是非常重要的。长期以来,人们在分析中一直以达西定律为基础,却没有在符合实际的低压力梯度下对其进行验证。由于低渗透介质中的水文地质条件的复杂性以及在测量水头和孔隙流体取样上的难度,分析比较困难。通过对低渗透介质饱和渗流研究的回顾,就非达西流、多因素作用下的耦合渗流以及渗透和超滤现象进行了讨论,对影响和阻碍低渗透渗流研究的因素进行探讨,并就开展进一步研究提出了相应的建议。
- 低渗透岩体 /
- 饱和渗流 /
- 非达西流 /
- 耦合渗流
Abstract: Groundwater flow in low permeability media can affeect the evolution of certain hydrological and geochemical systems and can impact the accumulations for petroleum and ores too.Such low permeability media are also important in the fields of waste disposal,engineering safety and environment changes.Although the Darcy's law is usually used as a fundamental as sumption in the studies of seepage flow theory for long period,its applicability has not been well tested in the range of very low pressure gradient in conforming with reality.It is more difficult to analyze the flow in low permeability media due to the complexity of hydrogeological conditions and the difficulties of measuring hydraulic head and sampling pore fluids.This paper reviews and summarizes studies on saturated seepage flow in low permeability media and discusses non-Darcy flow,coupled seep-age flow under multi factors,as well as two important nonhydraulic flow phenomena like osmosis and ultrafiltration.The problems of affecting and hindering analysis are discussed and some suggestions are also proposed for studies.
- low permeability rock masses /
- saturated seepage flow /
- non-Darcy flow /
- coupled flow

[1]	Olsen H W, Nichols R W, Rice T L. Low-gradient permeability measurements in a triaxial system[J]. Geotechnique, 1985,35(2):145-157.
[2]	Brace W F, Walsh J B, Frangos W T. Permeability of granite under high pressure[J]. J Geophys Res, 1968, 73(6):2225-2236.
[3]	Brace W F. Permeability from resistivity and pore shape[J]. J Geophys Res, 1977, 82(23): 3343-3349.
[4]	Hear H C, Page L. Elastic moduli, thermal expansion, and inferred permeability of granites to 350℃ and 55 megapascals[J]. J Geophys Res,1982, 87(B11):9340-9348.
[5]	Rice J R, Cleary M P. Some base stress diffusions solutions for fluid-saturated elastic porous media with compressible constituents[J]. Rev Geo phys, 1976,14(2):227-241.
[6]	Van der Kamp G, Gale J E. Theory of earth tide and barometric effects in porous formations with compressible grains[J]. Water Resour Res, 1983, 19(2):538-544.
[7]	Neuzil C E. Comment on "Possible effects of erosional changes of the topographic relief on pore pressures at depth" by J Toth and R F Millar[J]. Water Resource, 1985, 21(6):895-898.
[8]	Palciauskas V V, Domenico P A. Characterization of drained and undrained response of thermally loaded repository rocks[J]. Water Resour Res, 1982, 18(2):281-290.
[9]	Delaney P T. Rapid intrusion of magma into wet rock: Groundwater flow due to pore pressure increases[J]. J Geophys Res, 1982,87(B9):7739-7 756.
[10]	Burst J F. Diagenesis of Gulf Coast clayey sediments and its possible relation to petroleum migration, Am. Assoc[J]. Pet Geol Bull, 1969, 53(1):73-79.
[11]	Von Englehardt W, Tunn W L M. The flow of fluids through sandstones[J]. Circ Ill State Geol Surv, 1955,194:1-17.
[12]	Lutz J F, Kemper W D. Intrinsic permeability of clay as affected by clay-water interaction[J]. Soil Sci, 1959,88(2):83-90.
[13]	Hansbo S. Consolidation of clay, eith special reference to influence of vertical sand drains[J]. Swedish Geotech Inst Proc, 1960, 18:41-159.
[14]	Mitchell J K, Younger J S. Abnormalities in hydraulic flow through fine-grained soils[J]. ASTM Spech, 1967, 417:106-141.
[15]	Wang X, Thauvin F, Mohanty K K. Non-Darcy flow through anisotropy porous media[J]. Chemical Engineering Science, 1999, 54:1859-1869.
[16]	薛定谔A E著,王鸿勋译.多孔介质中的渗流物理[M].北京:石油工业出版社,1984.174.
[17]	程时清,徐论勋,张德超.低速非达西渗流试井典型曲线拟合法[J].石油勘探与开发,1996,23(4):50-53.
[18]	宋付权,刘慈群.低渗透多孔介质中新型渗流模型[J].新疆石油地质,2001,22(1):56-58.
[19]	Halex V, Svec J. Groudwater Hydraulics[M]. Elsevier, 1979:60-61.
[20]	阮敏,何秋轩.低渗透非达西流临界点及临界参数判别法[J].西安石油学院报,1999,21(1):21-24.
[21]	Olsen H W. Deviations from Darcy's law in saturated clays[J]. Soil Sci Soc Am Proc, 1965, 29(2):135-140.
[22]	Neuzil C E, et al. A transient laboratory method for determining the hydraulic properties of tight rocks[J]. Int J Rock Mech Min Sci, 1981, 18(3):253-258.
[23]	Gupta R J, Swartzendruber D. Flow-associated reduction in the hydraulic conductivity of quartz sand[J]. Soil Soi Soc Am Proc, 1962, 26(1):6-10.
[24]	Miller R J, Low P F. Threshold gradient for water flow in clay systems[J]. Soil Sci Soc Am Proc, 1963,27(6):605-609.
[25]	Olsen H W. Hydraulic flow through saturated clays[J]. Clay Miner, 1962,9:131-161.
[26]	Smiles D E, Rosenthal M J. The movement of water in swelling materials[J]. Aust J Soit Res, 1968, 6:237-248.
[27]	J贝尔著,李竟生译.多孔介质流体动力学[M].北京:中国建筑工业出版社,1983.6.
[28]	Hubbert M K, Rubey W W. Role of fluid pressure in mechanics of overthrust faulting, I, Mechanics of fluid filled porous solids and its appli cation to overthrust faulting[J]. Geol Soc Am Bull, 1959, 70(2):115-166.
[29]	Savage W Z, Bradock W A. A model for hydrostatic consolidation of Pierre shale [J]. Int J Rock Mech M in Sci & Geomech Abstr, 1991,28: 345-354.
[30]	Ziekiewicz O C, Shiom T. Dynamic behavior of saturated porous media: the generalized Biot formation and numerical solution [J]. Int J Num, Analy Meth in Geomech, 1984,8:71-96.

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低渗透岩体饱和渗流研究进展

作者简介:
王慧明(1969- ),男,内蒙古呼和浩特人,清华大学水利水电系讲师,硕士研究生,主要从事岩体渗流研究.

Advances in the research on saturated seepage flowin low permeability rock masses

计量

低渗透岩体饱和渗流研究进展

1. 清华大学水利水电工程系, 北京, 100084;

2. 中国地质大学资源与环境学院, 北京, 100083

作者简介:
王慧明(1969- ),男,内蒙古呼和浩特人,清华大学水利水电系讲师,硕士研究生,主要从事岩体渗流研究.

English Abstract

Advances in the research on saturated seepage flowin low permeability rock masses

1. Department of Hydraulic Engineering, Tsinghua University, Beijing 100084, China;

2. China University of Geosciences, Beijing 100083, China

全文HTML

目录

留言板

低渗透岩体饱和渗流研究进展

作者简介: 王慧明(1969- ),男,内蒙古呼和浩特人,清华大学水利水电系讲师,硕士研究生,主要从事岩体渗流研究.

Advances in the research on saturated seepage flowin low permeability rock masses

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出版历程

低渗透岩体饱和渗流研究进展

1. 清华大学水利水电工程系, 北京, 100084; 2. 中国地质大学资源与环境学院, 北京, 100083

作者简介: 王慧明(1969- ),男,内蒙古呼和浩特人,清华大学水利水电系讲师,硕士研究生,主要从事岩体渗流研究.

English Abstract

Advances in the research on saturated seepage flowin low permeability rock masses

1. Department of Hydraulic Engineering, Tsinghua University, Beijing 100084, China; 2. China University of Geosciences, Beijing 100083, China

全文HTML

目录

作者简介:
王慧明(1969- ),男,内蒙古呼和浩特人,清华大学水利水电系讲师,硕士研究生,主要从事岩体渗流研究.

1. 清华大学水利水电工程系, 北京, 100084;

2. 中国地质大学资源与环境学院, 北京, 100083

作者简介:
王慧明(1969- ),男,内蒙古呼和浩特人,清华大学水利水电系讲师,硕士研究生,主要从事岩体渗流研究.

1. Department of Hydraulic Engineering, Tsinghua University, Beijing 100084, China;

2. China University of Geosciences, Beijing 100083, China