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Venturimeter as suction device, minimum discharge

Short answer

Suction lift assumed 1.9 m; throat pressure must be -1.9 m gauge. Bernoulli from throat to outlet gives Vt^2/(2g)=0.96 m, Vt=4.34 m/s, Qmin=0.00025×4.34≈1.085e-3 m^3/s (1.09 L/s).

Figure below shows a venturimeter with its axis vertical and arranged as a suction device. The throat area and the outlet area of the venturi are 0.00025 m² and 0.001 m² respectively. If the venturi discharges into the atmosphere, determine the minimum discharge in the venturi at which flow will occur up the suction pipe. [Figure: vertical venturimeter with a suction pipe from the throat to a water tank below; marked heights 2.0 m, 1.9 m and 1.0 m]

Given: throat area at=0.00025a_t = 0.00025 m², outlet area ae=0.001a_e = 0.001 m², venturi vertical, discharging to atmosphere.

The figure values (2.0 m, 1.9 m, 1.0 m) are not fully readable, so assume: the throat is zt=1.0z_t = 1.0 m above the outlet plane, and the water surface in the suction tank is Hs=1.9H_s = 1.9 m below the throat.

        inlet
        ||
        ||        <- 
      throat ---- suction pipe (to tank)
        /\          1.9 m lift
       /  \
      outlet (atmosphere) ... 1.0 m below throat

Condition for flow up the suction pipe: the throat pressure must fall at least to pt=−γHsp_t = -\gamma H_s (gauge). The minimum discharge is when pt/γ=−1.9p_t/\gamma = -1.9 m.

Continuity: Vt=Q/atV_t = Q/a_t, Ve=Q/ae=Vt/4V_e = Q/a_e = V_t/4.

Bernoulli, throat to outlet (exit pressure atmospheric):

ptγ+Vt22g+zt=0+Ve22g+0\frac{p_t}{\gamma} + \frac{V_t^2}{2g} + z_t = 0 + \frac{V_e^2}{2g} + 0 −1.9+Vt22g+1.0=Vt216×2gVt22g(1−116)=0.9Vt22g=0.96 mVt=2×9.81×0.96=4.340 m/s\begin{aligned} -1.9 + \frac{V_t^2}{2g} + 1.0 &= \frac{V_t^2}{16\times 2g}\\ \frac{V_t^2}{2g}\left(1 - \frac{1}{16}\right) &= 0.9\\ \frac{V_t^2}{2g} &= 0.96\ \text{m}\\ V_t &= \sqrt{2\times 9.81\times 0.96} = 4.340\ \text{m/s} \end{aligned} Qmin=atVt=0.00025×4.340=1.085×10−3 m3/sQ_{min} = a_tV_t = 0.00025\times 4.340 = 1.085\times 10^{-3}\ \text{m}^3/\text{s}

Answer: minimum discharge ≈1.085×10−3\approx 1.085\times 10^{-3} m³/s (about 1.09 L/s) for the assumed dimensions. General result: Qmin=at2g (Hs−zt)/(1−(at/ae)2)Q_{min} = a_t\sqrt{2g\,(H_s - z_t)\big/\left(1 - (a_t/a_e)^2\right)}.

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