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Acceleration and streamline curvature, u = Axy

Short answer

At (2,1), a = (4 i + 2 j) m/s², |a|=4.47 m/s². Radius of curvature R=5.84 m. Streamline: xy²=2 m³.

The x component of velocity in a two-dimensional, incompressible flow field is given by u = Axy; the coordinates are measured in meters and A = 2 m⁻¹s⁻¹. There is no velocity component or variation in the z direction. Calculate the acceleration of a fluid particle at point (x, y) = (2, 1). Estimate the radius of curvature of the streamline passing through this point. Plot the streamline and show both the velocity vector and the acceleration vector on the plot.

Given: u=Axyu = Axy, A=2 m−1s−1A = 2\ \text{m}^{-1}\text{s}^{-1}, 2-D incompressible, steady, no ww.

Step 1: find v from continuity

∂u∂x+∂v∂y=0  ⇒  ∂v∂y=−Ay  ⇒  v=−Ay22\frac{\partial u}{\partial x} + \frac{\partial v}{\partial y} = 0\;\Rightarrow\;\frac{\partial v}{\partial y} = -Ay\;\Rightarrow\; v = -\frac{Ay^2}{2}

(taking v=0v = 0 at y=0y = 0). At (2,1)(2, 1):

u=2×2×1=4 m/s,v=−2×12=−1 m/su = 2\times 2\times 1 = 4\ \text{m/s},\qquad v = -\frac{2\times 1}{2} = -1\ \text{m/s}

Step 2: acceleration (steady flow, so only the convective part)

ax=u∂u∂x+v∂u∂y=u(Ay)+v(Ax)=4(2)+(−1)(4)=4 m/s2ay=u∂v∂x+v∂v∂y=0+(−1)(−Ay)=(−1)(−2)=2 m/s2\begin{aligned} a_x &= u\frac{\partial u}{\partial x} + v\frac{\partial u}{\partial y} = u(Ay) + v(Ax)\\ &= 4(2) + (-1)(4) = 4\ \text{m/s}^2\\ a_y &= u\frac{\partial v}{\partial x} + v\frac{\partial v}{\partial y} = 0 + (-1)(-Ay) = (-1)(-2) = 2\ \text{m/s}^2 \end{aligned} a⃗=4i^+2j^,∣a∣=4.472 m/s2 at 26.6∘ above +x\vec a = 4\hat i + 2\hat j,\qquad |a| = 4.472\ \text{m/s}^2\ \text{at } 26.6^\circ \text{ above +x}

Step 3: radius of curvature. The normal component of acceleration is an=V2/Ra_n = V^2/R and an=∣V⃗×a⃗∣/∣V∣a_n = |\vec V\times\vec a|/|V|.

∣V∣=42+12=4.123 m/s∣V⃗×a⃗∣=∣uay−vax∣=∣4(2)−(−1)(4)∣=12R=∣V∣3∣V⃗×a⃗∣=4.123312=5.84 m\begin{aligned} |V| &= \sqrt{4^2 + 1^2} = 4.123\ \text{m/s}\\ |\vec V\times\vec a| &= |u a_y - v a_x| = |4(2) - (-1)(4)| = 12\\ R &= \frac{|V|^3}{|\vec V\times\vec a|} = \frac{4.123^3}{12} = 5.84\ \text{m} \end{aligned}

Step 4: streamline.

dydx=vu=−Ay2/2Axy=−y2x  ⇒  dyy=−dx2x  ⇒  xy2=C\frac{dy}{dx} = \frac{v}{u} = \frac{-Ay^2/2}{Axy} = -\frac{y}{2x}\;\Rightarrow\; \frac{dy}{y} = -\frac{dx}{2x}\;\Rightarrow\; xy^2 = C

Through (2,1)(2,1): C=2C = 2, so xy2=2 m3xy^2 = 2\ \text{m}^3.

y (m)0.50.7511.523
x (m)8.03.562.00.890.50.22
 y
 3 |.
 2 |  .
 1.5| .
 1 |    .--->V(4,-1) at (2,1)
   |     ^ .
   |   a(4,2)   .   .
 0.5|            .      .       .
   +----------------------------- x
   0    1    2    3   ...   8

At (2,1) the velocity vector is directed down-right (slope −0.25-0.25, tangent to the streamline); the acceleration vector (4,2)(4, 2) points up-right, and its normal component points towards the centre of curvature (the concave side of the streamline).

Answer: a⃗=(4i^+2j^)\vec a = (4\hat i + 2\hat j) m/s², ∣a∣=4.47|a| = 4.47 m/s²; R=5.84R = 5.84 m; streamline xy2=2xy^2 = 2.

✓ Answer checked by Claude Opus 5.5 (high effort)

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