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Basic principles of flow under dams on sand; analytical, graphical and electric analogy methods by which can be determined theoretical laws governing: hydrostatic pressure along foundation contact,, hydraulic gradient with which water escapes upward at toe, and approximate leakage under structure; significance of " line-of-creep" and "short-path" theories; horizontal porous stratification. (See also - discussion n 10 Dec p 1529-31)
Basic principles of flow under dams on sand; analytical, graphical and electric analogy methods by which can be determined theoretical laws governing: hydrostatic pressure along foundation contact,, hydraulic gradient with which water escapes upward at toe, and approximate leakage under structure; significance of " line-of-creep" and "short-path" theories; horizontal porous stratification. (See also - discussion n 10 Dec p 1529-31)
Uplift and seepage under dams on sand
Am Soc Civ Engrs -- Proc
Harza, L.F. (author)
1934
34 pages
Article (Journal)
English
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