Need help on these questions related to Fluid Mechanics. For the siphon shown below, assume frictionless...
QUESTION 2 Refer to the figure below. Assume a 2 m, b 6 m, and the flow is frictionless in the siphon pipe. Find the discharge in m /s and the pressure head at Bif the siphon pipe has a uniform diameter of 140 mm. (15 marks) B M K N Doc- QUESTION 2 Refer to the figure below. Assume a 2 m, b 6 m, and the flow is frictionless in the siphon pipe. Find the discharge in m...
Need urgent help on these questions regarding Fluid Mechanics. QUESTION9 A trapezoidal channel that has a bottom width of 4 feet, side slopes 2:1 Assume (n-0.025). 。a. 2.0 ft. HV and bottom slope of 1.0% Calculate the critical depth for a flow of 452 728 GPM O c.4.0 ft od, 5.0 ft O e 6.0 ft
Need urgent help on these questions regarding Fluid Mechanics QUESTION 1 A 10-inch PVC (n-0012) sewer pipe is laid on a slope of 0.28%. Determine the capacity O a. 0.61 cfs O b.0.83 cfs O 1.26 cfs O d.1.81 cfs O e 3.11 cfs QUESTION 2 Calculate the Hydraulic Radius for a rectangular channel that has a bottom width B-3t flow of 2 feet a Manning's n value of 0 022, and bottom slope of İ%, and a depth of...
Need urgent help on these questions regarding Fluid Mechanics. QUESTION 7 A rough concrete n oa, 1.5 ft. O b.2.0 ft. O c 2.5 ft О 0.3.0 ft. O e.3.5t 0 016 rectangular channel that has a bottom width of 3 0 feet and bottom slope of 1.0%. Calculate the normal depth for a flow of 100 ct QUESTION A triangular channel that has side slopes 5:1 (HV) and bottom slope of 225%. Calculate the Froude Number for a flow...
A 50-foot, 1-inch diameter hose is used to siphon a swimming pool. The pool measures 8.00 feet by 12.00 feet by 6.0 feet deep. The hose is laid out with its discharge end 10.0 feet below the surface of the pool. Assume that the hose approximates the smoothness of drawn tubing. (a) Find the discharge in the hose. (b) Estimate the time required to draw down the pool to a depth of 2.0 feet.
help Fluid enters to the section of the pipe as shown in the figure below. Density and dynamic viscosity of the fluid are 1000 kg/mº and 8.90 x 10-4 Pa's respectively. A pressure of the fluid at point A is 30 kPa and diameter of the pipe is 100 mm. Find the volumetric flow rate of the fluid at B. Flow is laminar and viscous, consider the pressure loss. 4 m B 100 mm
thermaldynamics and fluid mechanics Question 4 An orifice plate flow meter, as shown in figure Q4, is situated in a horizontal pipe of 95 cm diameter (d) in which water flows. The pressure difference between the vena contracta and flow upstream at point 1 is measured using a differential manometer. The diameter of the sharp-edged orifice (d.) is 35 cm. The coefficient of discharge for the flow meter is 0.7, and the coefficient of contraction is 0.62. Assume the density...
Need urgent help on these questions regarding Fluid Mechanics, side slope in second question is 6.1 A rectangular concrete (n-O O 13) channel has a bottom width of 2 feet & O a-6.44 cfs O b.11.6 cfs O c 17.3 cfs O d. 22.9 cfs O e 30.2 cfs bed slope of 0.2%. The depth of flow n i-fot what it the flow rate? QUESTION 4 Calculate the flow in a trapezoidal channel that has a bottom width of 10-feet,...
fluid mechanics include all equations and steps please A 1-in diameter (I.D.) plastic tube is used to siphon water from the large tank as shown. The total tube length is 20 ft. Assume steady, inviscid, and incompressible flow. (a) Determine the flow rate (ft/s) and the minimum pressure (psi) in the tube. (b) If a 1/2-in. diameter (1.D.) nozzle is attached at the end of tube. Determine the flow rate (ft /s), the minimum pressure (psi), and the maximum pressure...
Hi, I need help with this Fluid Mechanics question. Please show all the steps. Thank you PROBLEM 1: Consider the steady flow in a water pipe joint shown in the diagram. The areas are: A1 = 0.2m2, A2 = 0.2m2, and A3 = 0.15m². In addition, fluid is lost out of a hole at (4), estimated at a rate of 0.1 m3/s. The average speeds at sections (1) and (3) are V1 = 5 m/s and V2 = 12 m/s...