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Theoretical aspects of seepage from open channels
Seepage from open channels was evaluated by analog in relation to depth and shape of channel, position of water table, and saturated and unsaturated permeability of soil; subsoil conditions included impermeable layer and permeable layer at varying depth; case of clogged bottoms and banks was treated analytically; it is shown that seepage increases with increasing water depth, but at slower rate than discharge for uniform flow and that canals convey water more efficiently when deep than when shallow; other analyses refer to effect of bottom treatment for seepage reduction, and to effect of unsaturated flow on seepage.
Theoretical aspects of seepage from open channels
Seepage from open channels was evaluated by analog in relation to depth and shape of channel, position of water table, and saturated and unsaturated permeability of soil; subsoil conditions included impermeable layer and permeable layer at varying depth; case of clogged bottoms and banks was treated analytically; it is shown that seepage increases with increasing water depth, but at slower rate than discharge for uniform flow and that canals convey water more efficiently when deep than when shallow; other analyses refer to effect of bottom treatment for seepage reduction, and to effect of unsaturated flow on seepage.
Theoretical aspects of seepage from open channels
ASCE -- Proc (J Hydraulics Div)
Bouwer, H. (author)
1965
23 pages
Article (Journal)
English
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