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罗吉鹏,柴军瑞,许增光,覃 源.单裂隙辐射流渗流试验研究水资源与水工程学报[J].,2017,28(3):211-215
单裂隙辐射流渗流试验研究
Experimental study on seepage flow in single fracture
  
DOI:10.11705/j.issn.1672-643X.2017.03.38
中文关键词:  单裂隙  辐射流  法向荷载  裂隙渗流量  渗透压力
英文关键词:single fracture  radiation flow  normal load  fracture seepage flow  infiltration water pressure
基金项目:陕西省重点科技创新团队项目(2013KCT-015)
作者单位
罗吉鹏,柴军瑞,许增光,覃 源 西安理工大学 西北旱区生态水利工程国家重点实验室培育基地 陕西 西安 710048 
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中文摘要:
      通过裂隙辐射流渗流试验装置对人工裂隙进行不同法向荷载下渗流试验,分析法向应力和渗流压力对渗流量的影响机理。各级法向荷载下裂隙面冲刷痕迹大体接近,被冲刷的区域集中在试件中心进水口处,进水口附近水流产生较大紊动。 不同法向应力下渗流量与入渗水头近似呈线性关系,说明了试验过程中裂隙水的运动特性符合达西定律;相同入渗水压下的渗流量大致相同,上下试件之间的接触状态不随法向应力的加大发生变化,而是维持一个稳定的裂隙开度。入渗水压从0.1 MPa到0.2 MPa之间水头损失增加较快,0.2 MPa后增速变慢且趋近直线;水头损失百分比曲线呈现先增大后减小的规律,拟合曲线为三次多项式。
英文摘要:
      The influence mechanism of normal stress and seepage pressure on seepage flow was analyzed by the seepage tests of artificial fracture under different normal loads by means of the experimental device of seepage flow in fracture radiation flow. All the normal loading gap scour marks were generally close to the surface. The washed area concentrated in the center of the specimen at the inlet, and the flow near the inlet had great turbulence. The seepage flow of different normal stress has a linear relationship with the infiltration head, which shows that the motion characteristics of the crack water in the experimental course accords with Darcy's law. The seepage flow rate was approximately the same under the same infiltration water pressure. The contact state between the upper and lower parts does not change with the increase of normal stress, but maintains a stable fracture opening. The water head loss increased rapidly from 0.1 MPa to 0.2 MPa with the infiltration water pressure, after 0.2 MPa the growth is slow and close to the straight line. The percentage curve of head loss increases first and then decreases. The fitting curve is three degree polynomial.
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