Question #140169

A jet of water is discharging at a constant rate of 0.06 m 3 /s from the upper tank (Fig. 2). If the jet diameter at

section 1 is 10 cm, what forces will be measured by scales A and B? Assume the empty tank weighs 1335 N, the cross-sectional area of the tank is 0.37 m 2 , h= 30 cm, and H =2.74 m.(density of water at 60°F = 983.2 kg/m)


1
Expert's answer
2020-10-25T18:30:40-0400

Q = 0.06 m3/s

d = 0.1 m

A=π4d2A = \frac{π}{4}d^2

A=7.85×103  m2A = 7.85 \times 10^{-3} \;m^2

V=QAV = \frac{Q}{A}

V=0.067.85×103=7.64  m/s  (horizontal  velocity)V = \frac{0.06}{7.85 \times 10^{-3}} = 7.64 \;m/s\; (horizontal \;velocity)

When water hits the lower tank, vertical velocity

Vv=0+gtV_v = 0 + gt

Vv2=2gβV_v^2 = 2gβ

β = H = 2.74 m

Vv=2×9.81×2.74V_v = \sqrt{2 \times 9.81 \times 2.74}

Vv=7.33  m/sV_v = 7.33 \;m/s

Force at point A = force due to weight of water (Fw) + Force due to impulse of vertical velocity + weight of empty tank

Fw=0.37×0.3×9.81=1.08  kNF_w = 0.37 \times 0.3 \times 9.81 = 1.08 \;kN

Fimpulse=ρAVv2F_{impulse} = ρAV_v^2

Fimpulse=0.9832×7.85×103×7.332=0.414  kNF_{impulse} = 0.9832 \times 7.85 \times 10^{-3} \times 7.33^2 = 0.414 \;kN

Total force

FA=1.08+0.414+1.335=2.829  kNF_A = 1.08 + 0.414 + 1.335 = 2.829 \;kN

Force at B = Force due to impulse of jet dur to horizontal component of velocity.

FB=ρAVh2F_B = ρAV_h^2

FB=0.9832×7.85×103×7.642=0.45  kNF_B = 0.9832 \times 7.85 \times 10^{-3} \times 7.64^2 = 0.45 \;kN


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