Step 1: Use the Darcy-Weisbach equation for pressure drop due to friction. \[ \Delta P = \frac{4fL\rho v^2}{D} \] Where: \(\Delta P\) = pressure drop (Pa)
\(f\) = friction factor (Ns$^2$m$^{-4}$)
\(L\) = length of the gate road (900 m)
\(\rho\) = density of air (approximately 1.225 kg/m$^3$ at 0°C)
\(v\) = velocity of airflow (1.2 m/s)
\(D\) = hydraulic diameter (calculated from the cross-sectional area of the gate road)
Step 2: Calculate the hydraulic diameter \(D\) for the rectangular cross-section. The area \(A\) of the gate road is: \[ A = 2.5 \times 3 = 7.5 \, {m}^2 \] The perimeter \(P\) of the gate road is: \[ P = 2 \times (2.5 + 3) = 11 \, {m} \] Now, calculate the hydraulic diameter \(D\): \[ D = \frac{4A}{P} = \frac{4 \times 7.5}{11} = 2.727 \, {m} \] Step 3: Plug in values into the Darcy-Weisbach equation. \[ \Delta P = \frac{4 \times 0.022 \times 900 \times 1.225 \times (1.2)^2}{2.727} \approx 45 \, {Pa} \] Answer: The frictional pressure drop is 45 Pa.
A negligibly thin horizontal plate PQ has a length 3 m and width 1 m. It is being pulled along its length at a speed of 1 m/s in between two static parallel plates as shown in the figure. The gap of 6 cm between the plates is filled with a Newtonian fluid of dynamic viscosity \( \mu = 0.2 \, {N-s/m}^2 \). The thin plate is located at 3 cm from the top surface. The velocity distribution between the thin plate and the static plates is linear.
The steady force required to pull the plate is __________ N (answer in integer).
Match the non-dimensional numbers in Column 1 with the corresponding definitions in Column 2:
Reciprocal levelling is performed for points P and Q by placing the same levelling instrument at A and B. The observations of staff readings are tabulated as below.
If the Reduced Level (RL) of P is 115.246 m, then the true RL of Q, in m, is _______ (rounded off to 3 decimal places)
The information of a mining project for a life of three years is given below:
Additional data: Applicable tax rate = 30%
Discount rate = 10%
Depreciation method: Straight line with zero salvage value
Data from a borehole log with collar elevation at 590 mRL are given below. Composite grade is calculated using cores of 5 m above and below the reference bench at 580 mRL. The composite grade, in %, is: