Ideal Fluids in Motion — Question 9

Section 14-7 · Physics pages 2188–2189

Question 9 Transit time uses the whole speed profile Along the centerline of a steady flow, a marked parcel moves in the positive x direction with speed v(x) = U(1 + x/L) for 0 ≤x ≤L. Take U = 2.0 m/s and L = 1.0 m. This is a prescribed centerline profile, not a claim of spatially uniform one-dimensional flow. x v U 2U L Prescribed centerline speed as a function of position. (a) Find the travel time from x = 0 to x = L and the parcel acceleration at the exit. (b) Compare the exact time with distance divided by the arithmetic mean of endpoint speeds. Why are they unequal?
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Question 9 - Solution Transit time uses the whole speed profile x v U 2U L (a) Derivation and calculation T = ∫L 0 dx U(1 + x/L) = L U [ln(1 + x/L)]L 0 . T = (L/U) ln 2 = .346574 s . a = v dv dx = U2 L (1 + x/L) ⇒a(L) = 2U2/L = 8.00 m/s2 . (b) Result and interpretation v(0) = 2.0, v(L) = 4.0 m/s, Tendpoint = 1 (2 + 4)/2 = .333333 s. ¯vtime = L/T = U/ ln 2 = 2.88539 m/s < 3.0. The parcel spends more time per unit distance in the slower region; linear variation with position is not linear variation with time. Physical check The exact time exceeds the endpoint-average estimate, consistent with greater residence time in slow flow.

Question 9

Transit time uses the whole speed profile

Along the centerline of a steady flow, a marked parcel moves in the positive xx direction with speed v(x)=U(1+x/L)v(x)=U(1+x/L) for 0≤x≤L0\le x\le L. Take U=2.0m/sU=2.0\,\mathrm{m/s} and L=1.0mL=1.0\,\mathrm{m}. This is a prescribed centerline profile, not a claim of spatially uniform one-dimensional flow.

Diagram shown in the original SVG worksheet.

  1. Find the travel time from x=0x=0 to x=Lx=L and the parcel acceleration at the exit.

  2. Compare the exact time with distance divided by the arithmetic mean of endpoint speeds. Why are they unequal?

Question 9 - Solution

Transit time uses the whole speed profile

Diagram shown in the original SVG worksheet.

(a) Derivation and calculation

T=∫0LdxU(1+x/L)=LU[ln⁡(1+x/L)]0L.T=\int_0^L\frac{dx}{U(1+x/L)}=\frac LU[\ln(1+x/L)]_0^L.T=(L/U)ln⁡2=.346574s.\boxed{T=(L/U)\ln2=.346574\,\mathrm s}.a=vdvdx=U2L(1+x/L)⇒a(L)=2U2/L=8.00m/s2.a=v\frac{dv}{dx}=\frac{U^2}{L}(1+x/L)\Rightarrow\boxed{a(L)=2U^2/L=8.00\,\mathrm{m/s^2}}.

(b) Result and interpretation

v(0)=2.0,v(L)=4.0m/s,Tendpoint=1(2+4)/2=.333333s.v(0)=2.0,\quad v(L)=4.0\,\mathrm{m/s},\quad T_{\mathrm{endpoint}}=\frac1{(2+4)/2}=.333333\,\mathrm s.v‾time=L/T=U/ln⁡2=2.88539m/s<3.0.\bar v_{\mathrm{time}}=L/T=U/\ln2=2.88539\,\mathrm{m/s}<3.0.The parcel spends more time per unit distance in the slower region; linear variation with position is not linear variation with time.

Physical check

The exact time exceeds the endpoint-average estimate, consistent with greater residence time in slow flow.