open channel and is 5.36 Water flows from a two-dimensional diverted by an inclined plate as illustrated in Fig. P5.36. When the velocity at section (1) is 10 ft/s, what horizontal force (per unit width) is required to hold the plate in position? At section (1) the pressure distribution is hydrostatic, and the fluid acts as a free jet at section (2). Neglect friction. Section (1) 10 ft/s 4ft FIGURE P5.36 20⁰ -Plate Section (2) 1.0 ft
open channel and is 5.36 Water flows from a two-dimensional diverted by an inclined plate as illustrated in Fig. P5.36. When the velocity at section (1) is 10 ft/s, what horizontal force (per unit width) is required to hold the plate in position? At section (1) the pressure distribution is hydrostatic, and the fluid acts as a free jet at section (2). Neglect friction. Section (1) 10 ft/s 4ft FIGURE P5.36 20⁰ -Plate Section (2) 1.0 ft
Chapter2: Loads On Structures
Section: Chapter Questions
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Transcribed Image Text:FIGURE P5.34
open channel and is
5.36 Water flows from a two-dimensional
diverted by an inclined plate as illustrated in Fig. P5.36. When
the velocity at section (1) is 10 ft/s, what horizontal force (per
unit width) is required to hold the plate in position? At section
(1) the pressure distribution is hydrostatic, and the fluid acts as
a free jet at section (2). Neglect friction.
Section (1)
10 ft/s
4 ft
FIGURE P5.36
20⁰
Section (2)
Plate
1.0 ft
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