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  1. Asked: May 31, 2024In: Education

    Capillary rise of water is

    Raji
    Raji Curator
    Added an answer on May 31, 2024 at 8:07 pm

    Capillary rise or capillarity is a phenomenon in which liquid spontaneously rises or falls in a narrow space such as a thin tube or in the voids of a porous material.

    Capillary rise or capillarity is a phenomenon in which liquid spontaneously rises or falls in a narrow space such as a thin tube or in the voids of a porous material.

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  2. Asked: May 31, 2024In: Education

    The velocity of flow (v) at the outlet of a syphon of length l, is given by

    Raji
    Raji Curator
    Added an answer on May 31, 2024 at 8:07 pm

    The formula for the standard contracted rectangular weir is the Francis equation. In U.S. Customary units, this equation is: Q = 3.33 (L - 0.2H) H3/2. [1] in which Q = discharge, in cfs, L = length of the weir crest, in ft, and H = head on the weir crest, in ft.

    The formula for the standard contracted rectangular weir is the Francis equation. In U.S. Customary units, this equation is: Q = 3.33 (L – 0.2H) H3/2. [1] in which Q = discharge, in cfs, L = length of the weir crest, in ft, and H = head on the weir crest, in ft.

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  3. Asked: May 31, 2024In: Education

    For maximum velocity of flow, the depth of water in the circular channel must

    Raji
    Raji Curator
    Added an answer on May 31, 2024 at 8:06 pm

    It is calculated using the Manning's equation or the Chezy's equation. In this case, we are given the diameter of the circular channel section as 1.5 m. Therefore, the depth of flow for maximum velocity in a circular channel section with a diameter of 1.5 m is 1.215 m. Hence, the correct answer is oRead more

    It is calculated using the Manning’s equation or the Chezy’s equation. In this case, we are given the diameter of the circular channel section as 1.5 m. Therefore, the depth of flow for maximum velocity in a circular channel section with a diameter of 1.5 m is 1.215 m. Hence, the correct answer is option C) 1.215 m.

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  4. Asked: May 31, 2024In: Education

    For uniform flow in canals

    Raji
    Raji Curator
    Added an answer on May 31, 2024 at 8:04 pm

    The flow in channel is said to be uniform if the depth, slope, cross-section and velocity remain constant over a given length of the channel. The flow in uniform flow is uniform through out the cross section without change of velocity. A uniform flows are possible only in prismatic channel only.

    The flow in channel is said to be uniform if the depth, slope, cross-section and velocity remain constant over a given length of the channel. The flow in uniform flow is uniform through out the cross section without change of velocity. A uniform flows are possible only in prismatic channel only.

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  5. Asked: May 31, 2024In: Education

    If H is height of the liquid above the sill, the effect of end contractions, according to Francis formula, is

    Raji
    Raji Curator
    Added an answer on May 31, 2024 at 8:03 pm

    The formula for the standard contracted rectangular weir is the Francis equation. In U.S. Customary units, this equation is: Q = 3.33 (L - 0.2H) H3/2. [1] in which Q = discharge, in cfs, L = length of the weir crest, in ft, and H = head on the weir crest, in ft.

    The formula for the standard contracted rectangular weir is the Francis equation. In U.S. Customary units, this equation is: Q = 3.33 (L – 0.2H) H3/2. [1] in which Q = discharge, in cfs, L = length of the weir crest, in ft, and H = head on the weir crest, in ft.

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  6. Asked: May 31, 2024In: Education

    An open container filled with water is moved vertically downward with a uniform linear acceleration. The pressure at its bottom will be

    Raji
    Raji Curator
    Added an answer on May 31, 2024 at 8:03 pm

    open container filled with water is moved vertically upward with a uniform linear acceleration. The pressure at its bottom will be. greater than static pressure.

    open container filled with water is moved vertically upward with a uniform linear acceleration. The pressure at its bottom will be. greater than static pressure.

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  7. Asked: May 31, 2024In: Education

    The differential equation dp/ρ + gdz + vdv = 0 for a fluid motion is suggested by

    Raji
    Raji Curator
    Added an answer on May 31, 2024 at 8:03 pm

    Euler's equation in the differential form for the motion of liquids is given by. A. dpρ+gdz+vdv=0.

    Euler’s equation in the differential form for the motion of liquids is given by. A. dpρ+gdz+vdv=0.

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  8. Asked: May 31, 2024In: Education

    The depth of the centre of pressure on a vertical rectangular gate (4 m wide, 3 m high) with water upto top surface, is

    Raji
    Raji Curator
    Added an answer on May 31, 2024 at 8:02 pm

    Depth of centre of pressure, hp=2d3=2×33=2m. Q. The upper edge of a gate in a dam runs along the water surface.

    Depth of centre of pressure, hp=2d3=2×33=2m. Q. The upper edge of a gate in a dam runs along the water surface.

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  9. Asked: May 31, 2024In: Education

    The shape of fire hose nozzle is generally kept

    Raji
    Raji Curator
    Added an answer on May 31, 2024 at 8:00 pm

    The hose nozzle is cylindrical in shape with the continuous decrease in its size, i.e. the convergent shape. The general purpose of a hose nozzle is to supply the flow of water at high velocity and reduced pressure so a convergent nozzle is used for a fire hose nozzle.

    The hose nozzle is cylindrical in shape with the continuous decrease in its size, i.e. the convergent shape. The general purpose of a hose nozzle is to supply the flow of water at high velocity and reduced pressure so a convergent nozzle is used for a fire hose nozzle.

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  10. Asked: May 31, 2024In: Education

    Practical fluids possess

    Raji
    Raji Curator
    Added an answer on May 31, 2024 at 7:59 pm

    Fluids are classified into four types depending on their flow, they are: Steady or unsteady. Compressible or incompressible. Viscous or non-viscous. Rotational or irrotational.

    Fluids are classified into four types depending on their flow, they are:
    Steady or unsteady.
    Compressible or incompressible.
    Viscous or non-viscous.
    Rotational or irrotational.

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