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One-dimensional analysis of floods and tides in open channels
One-dimensional equations of gradually varied, unsteady flow in open channels are integrated to obtain stages and discharges along river subject to tides and floods; explicit procedure in finite differences is used, considering branches, independent tributaries, contractions due to bridges or barriers, with or without tidal gates and flood plains restricted or not by levees; boundary conditions may be represented by tides at both ends; tides at one end and discharge at other; surge or stage hydrographs at any station; and combinations of previous conditions; three examples are presented. (38958)
One-dimensional analysis of floods and tides in open channels
One-dimensional equations of gradually varied, unsteady flow in open channels are integrated to obtain stages and discharges along river subject to tides and floods; explicit procedure in finite differences is used, considering branches, independent tributaries, contractions due to bridges or barriers, with or without tidal gates and flood plains restricted or not by levees; boundary conditions may be represented by tides at both ends; tides at one end and discharge at other; surge or stage hydrographs at any station; and combinations of previous conditions; three examples are presented. (38958)
One-dimensional analysis of floods and tides in open channels
ASCE, J Hydraul Div
Balloffet, A. (author)
1969
23 pages
Article (Journal)
English
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