Question
Question: A water jet strikes a vertical wall elastically at angle \(\theta \) with the horizontal. The cross-...
A water jet strikes a vertical wall elastically at angle θ with the horizontal. The cross-sectional area of the pipe is A, density of water is D and the speed of water jet is v. the normal force acting on the wall is
(A) DAvcosθ
(B) DAv2cosθ
(C) 2DAvcosθ
(D) 2DAv2cosθ
Solution
In this question, the water from the pipe will strike the wall at an angle of θ it will also bounce back at the same angle. This is a question based on conservation of linear momentum which states that the momentum before collision of two bodies and after their collision is equal.
Formula Used:
F=dtdp
Complete step by step solution:
We know that the linear momentum of a body is the product of its mass and velocity so,
here if the water which strikes the wall has momentum p=mv and angle of θ , then resolving it into the x and y components,
then the x component of linear momentum is mvcosθand the y component will be mvsinθ
in the x direction, the momentum on striking and after rebound will be acting in opposite direction,
hence the momentum will be dp=mvcosθ−(−mvcosθ)=2mvcosθ
we know that the rate of change of momentum is the force applied
so now the force will be F=dtdp=dtd(2mvcosθ)=2vcosθdtdm since the velocity and the angle does not vary, the change is observed in mass
we know that the change in mass is known as the mass rate,
hence dtdm=dtd[D×V] where D is the density of the water and V is the volume
dtdm=ρdtd[V]since the density of water remains same
Now when a liquid is flowing in pipe of length L and cross sectional area A then the velocity of liquid is v=tLwhere t is the time and volume V=A×L
dtdV=Av put this equation of force
F=dtdp=2vcosθDvA=2Av2Dcosθ
Hence, the correct option is D.
Note: We need to keep in mind that when a liquid which flows in a streamline motion in a non-uniform cross-sectional area, then the velocity times the area of cross-section is the same or we can say constant at every point in the tube.