Filter performance test for dams containing cracks

被引:0
|
作者
Park, Youngjin [1 ]
Brandon, Thomas L. [1 ]
Duncan, J. Michael [1 ]
机构
[1] Virginia Tech, Dept Civil & Environm Engn, Blacksburg, VA 24061 USA
关键词
D O I
暂无
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
A new test procedure has been developed to evaluate filter performance when both the filter and the core (base) material have been cracked. This procedure allows the orientation of the crack to be horizontal or vertical, and accommodates flow in the horizontal and vertical directions as well. The applied hydraulic gradient and the thickness of the crack can also be varied. Two apparatuses have been constructed and tested. The smaller apparatus allows testing of truncated cylindrical test specimens that are 4" (10 cm) in diameter by 8" (20 cm) long. The larger apparatus allows testing of specimens that are approximately 12" x 12" x 12" (30 cm x 30 cm x 30 cm). An automated data acquisition system was developed to measure the pressures and flow rates through the test specimens as well as obtaining a video record of the filter performance. Initial tests have shown that the current filter criteria used by the U.S. Bureau of Reclamation, U.S. Army Corps of Engineers, and the National Resource Conservation Service provide filters that perform reliably even when cracked at the start of flow.
引用
收藏
页码:1909 / 1912
页数:4
相关论文
共 50 条
  • [31] Seismic stability analysis of concrete gravity dams with penetrated cracks
    Shou-yan JIANG*
    Water Science and Engineering, 2012, 5 (01) : 105 - 119
  • [32] Formulation of hydrodynamic pressures in cracks due to earthquakes in concrete dams
    Tinawi, Rene
    Guizani, Lotfi
    Earthquake Engineering and Structural Dynamics, 1994, 23 (07) : 699 - 715
  • [33] FORMULATION OF HYDRODYNAMIC PRESSURES IN CRACKS DUE TO EARTHQUAKES IN CONCRETE DAMS
    TINAWI, R
    GUIZANI, L
    EARTHQUAKE ENGINEERING & STRUCTURAL DYNAMICS, 1994, 23 (07): : 699 - 715
  • [34] Seismic stability analysis of concrete gravity dams with penetrated cracks
    Jiang, Shou-yan
    Du, Cheng-bin
    WATER SCIENCE AND ENGINEERING, 2012, 5 (01) : 105 - 119
  • [35] Hydraulics and Morphodynamics of Overtopped Dams with Chimney Filter
    Alvarez, Teresa
    Mendes, Solange
    Aleixo, Rui
    Amaral, Silvia
    Caldeira, Laura
    Viseu, Teresa
    Ferreira, Rui M. L.
    PROCEEDINGS OF THE 39TH IAHR WORLD CONGRESS, 2022, : 2397 - 2403
  • [36] An assessment of veracity of filter criteria for earth dams
    Vakili, Amir Hossein
    Bin Selamat, Mohamad Razip
    PROCEEDINGS OF THE INSTITUTION OF CIVIL ENGINEERS-GEOTECHNICAL ENGINEERING, 2014, 167 (06) : 574 - 584
  • [37] Performance Test and Structure Optimization of a Marine Diesel Particulate Filter
    Yang, Zhiyuan
    Chen, Haowen
    Li, Changxiong
    Guo, Hao
    Tan, Qinming
    ENERGIES, 2023, 16 (11)
  • [38] FINE FRACTION FILTRATION TEST TO ASSESS GEOTEXTILE FILTER PERFORMANCE
    SANSONE, LJ
    KOERNER, RM
    GEOTEXTILES AND GEOMEMBRANES, 1992, 11 (4-6) : 371 - 393
  • [39] THE "PERCEPTIVE DEFORMATION" IN THE TEST OF TWO DAMS
    Zazzo, Rene
    ANNEE PSYCHOLOGIQUE, 1951, 50 : 671 - 676
  • [40] Effect of friction on energy release rate for interfacial cracks in ravity dams
    Kishen, JMC
    Sujatha, V
    FRACTURE MECHANICS OF CONCRETE STRUCTURES, VOLS 1 AND 2, 2001, : 533 - 540