JOURNAL OF YANGTZE RIVER SCIENTIFIC RESEARCH INSTI ›› 2016, Vol. 33 ›› Issue (5): 151-154.DOI: 10.11988/ckyyb.20151072

• THE EIGHTH NATIONAL SYMPOSIUM OF HYDRAULIC SEEPAGE • Previous Articles    

Numerical Analysis on Factors Affecting the Effectiveness of Relief-well

LI Jing-juan1,2,3, YANG Yang1,3,4, DUAN Xiang-bao1,3, XIE Luo-feng1,3, ZHOU Xin3   

  1. 1.Hydraulics Department, Nanjing Hydraulic Research Institute, Nanjing 210029, China;
    2.College of Water Conservancy and Hydropower Engineering, Hohai University, Nanjing 210098, China;
    3.Research Center on Dike Safety and Disease Prevention Engineering of MWR, Zhengzhou 450003, China;
    4.Yangtze River Management Office of Zhenjiang,Zhenjiang 212000, China
  • Received:2015-12-15 Online:2016-05-01 Published:2016-05-10

Abstract: To obtain the effectiveness of relief-well, we performed two-dimensional seepage calculations on factors inclusive of penetration depth, pipe diameter, spacing, outlet elevation and filter-layer permeability by finite element method. According to the calculation results, we analyzed the effect of each factor on relief-well clogging and the influence regularities as follows: the penetration depth and filter-layer’s permeability have great impact on relief-well, and with the increase of penetration depth and filter-layer’s permeability, the effectiveness of relief-well gradually enhanced; pipe diameter has less effect on the relief-well, with the increase of pipe diameter, the effectiveness of relief-well gradually improved, but not much. The spacing between relief-wells and the elevation of outlet have not much influence on the effectiveness of relief-well.

Key words: relief-well, operation effect, finite element method, penetration depth, permeability

CLC Number: