SEEPAGE THROUGH DAMS

CONTENTS: DARCY'S LAW FOR THE FLOW OF WATER THROUGH SOILS GENERAL DIFFERENTIAL EQUATION FOR THE FLOW OF WATER THROUGH HOMOGENEOUS SOIL FORCHHEIMER'S GRAPHICAL SOLUTION SEEPAGE THROUGH DAMS, GENERAL CONSIDERATIONS SEEPAGE THROUGH HOMOGENEOUS ISOTROPIC EARTH DAMS SEEPAGE THROUGH ANISOTROPIC SOILS REMARKS ON THE DESIGN OF EARTH DAMS AND LEVEES SEEPAGE THROUGH COMPOSITE SECTIONS COMPARISON BETWEEN FORCHHEIMER'S GRAPHICAL METHOD, HYDRAULIC MODEL TESTS AND THE ELECTRIC ANALOGY METHOD APPENDIX I DEFLECTION OF FLOW LINES DUE TO CHANGE IN PERMEABILITY TRANSFER CONDITIONS FOR LINE OF SEEPAGE AT BOUNDARIES, GENERAL REMARKS DISCHARGE INTO AN OVERHANGING SLOPE TRANSFER CONDITIONS FOR LINE OF SEEPAGE AT BOUNDARY BETWEEN SOILS OF DIFFERENT PERMEABILITY SINGULAR POINTS IN A FLOW NET APPENDIX II GRAPHICAL PROCEDURE FOR DETERMINING INTERSECTION BETWEEN DISCHARGE SLOPE AND BASIC PARABOLA COMPARISON BETWEEN HAMEL'S THEORETICAL SOLUTION AND THE PROPOSED APPROXIMATE METHODS GRAPHICAL SOLUTION BY MEANS OF THE HODOGRAPH.

  • Supplemental Notes:
    • Vol 51, No 2, PP 131-172, 21 FIG, 30 REF
  • Corporate Authors:

    J New England Water Works Assoc

    ,    
  • Authors:
    • Casagrande, A
  • Publication Date: 1937-6

Subject/Index Terms

Filing Info

  • Accession Number: 00234434
  • Record Type: Publication
  • Files: TRIS
  • Created Date: Oct 14 1994 12:00AM