Fluids at Rest — Question 8

Section 14-3 · Physics pages 2106–2107

Question 8 Free fall removes the hydrostatic gradient A sealed liquid container accelerates vertically upward at az, with upward positive. Liquid of density ρ is at rest relative to it after transients. A top pressure reference is maintained at pt. Two points are separated vertically by H, the lower below the upper. H az Hydrostatic pressure changes are determined by vertical depth and local density. (a) Derive pb −pt. Evaluate for ρ = 1000 kg/m3, H = 0.50 m, g = 9.80 m/s2 and az = +2.0 m/s2. (b) What does the ideal model predict for az = −g? Does uniform pressure mean zero pressure?
Show solutionHide solution
Question 8 - Solution Free fall removes the hydrostatic gradient H az (a) Derivation and calculation With upward z and container acceleration az, 0 = −dp dz −ρg −ρaz ⇒dp dz = −ρ(g + az). pb −pt = ρ(g + az)H . pb −pt = (1000)(9.80 + 2.0)(.50) = 5900 Pa . (b) Result and interpretation In free fall, az = −g ⇒geff= 0 ⇒∇p = 0. pb = pt . The pressure is uniform, not necessarily zero: its absolute value is fixed by the maintained boundary reference. Physical check Upward acceleration increases the pressure difference; the expression reduces to ordinary hydrostatics when az = 0.

Question 8

Free fall removes the hydrostatic gradient

A sealed liquid container accelerates vertically upward at aza_z, with upward positive. Liquid of density ρ\rho is at rest relative to it after transients. A top pressure reference is maintained at ptp_t. Two points are separated vertically by HH, the lower below the upper.

Diagram shown in the original SVG worksheet.

  1. Derive pb−ptp_b-p_t. Evaluate for ρ=1000kg/m3\rho=1000\,\mathrm{kg/m^3}, H=0.50mH=0.50\,\mathrm{m}, g=9.80m/s2g=9.80\,\mathrm{m/s^2} and az=+2.0m/s2a_z=+2.0\,\mathrm{m/s^2}.

  2. What does the ideal model predict for az=−ga_z=-g? Does uniform pressure mean zero pressure?

Question 8 - Solution

Free fall removes the hydrostatic gradient

Diagram shown in the original SVG worksheet.

(a) Derivation and calculation

With upward zz and container acceleration aza_z,0=−dpdz−ρg−ρaz⇒dpdz=−ρ(g+az).0=-\frac{dp}{dz}-\rho g-\rho a_z\Rightarrow\frac{dp}{dz}=-\rho(g+a_z).pb−pt=ρ(g+az)H.\boxed{p_b-p_t=\rho(g+a_z)H}.pb−pt=(1000)(9.80+2.0)(.50)=5900Pa.\boxed{p_b-p_t=(1000)(9.80+2.0)(.50)=5900\,\mathrm{Pa}}.

(b) Result and interpretation

In free fall,az=−g⇒geff=0⇒∇p=0.a_z=-g\Rightarrow g_{\mathrm{eff}}=0\Rightarrow\nabla p=0.pb=pt.\boxed{p_b=p_t}.The pressure is uniform, not necessarily zero: its absolute value is fixed by the maintained boundary reference.

Physical check

Upward acceleration increases the pressure difference; the expression reduces to ordinary hydrostatics when az=0a_z=0.