To solve for the non-dimensional parameters, we need to apply Buckingham’s Pi Theorem, which helps derive dimensionless parameters (Pi terms). Starting with the drag force equation: \[ F_D = F(D, V, \rho, \mu) \] We express the dimensions: \[ F_D = [M L T^{-2}], \quad \rho = [M L^{-3}], \quad V = [L T^{-1}], \quad \mu = [M L^{-1} T^{-1}] \] We substitute these into the drag force equation and apply the Buckingham’s Pi Theorem. After calculating, the resulting non-dimensional parameters are: \[ \pi_1 = \frac{F_D}{\rho V^2 D^2}, \quad \pi_2 = \frac{\rho V D}{\mu} \] Both expressions are dimensionless and represent the non-dimensional parameters related to the drag force on the sphere.
Hence, the correct answers are (A) and (C).
The shaft of a 6 m wide gate in the figure will fail at a moment of 3924 kN.m about the hinge P. The maximum value of water depth \( h \) (in m) that the gate can hold is ......... (round off to the nearest integer).
Consider steady flow of water in the series pipe system shown below, with specified discharge. The diameters of Pipes A and B are 2 m and 1 m, respectively. The lengths of pipes A and B are 100 m and 200 m, respectively. Assume the Darcy-Weisbach friction coefficient, \( f \), as 0.01 for both the pipes.
The ratio of head loss in Pipe-B to the head loss in Pipe-A is ___________ (round off to the nearest integer).
In levelling between two points A and B on the opposite banks of a river, the readings are taken by setting the instrument both at A and B, as shown in the table. If the RL of A is 150.000 m, the RL of B (in m) is ....... (rounded off to 3 decimal places).
A one-way, single lane road has traffic that consists of 30% trucks and 70% cars. The speed of trucks (in km/h) is a uniform random variable on the interval (30, 60), and the speed of cars (in km/h) is a uniform random variable on the interval (40, 80). The speed limit on the road is 50 km/h. The percentage of vehicles that exceed the speed limit is ........ (rounded off to 1 decimal place).