For the selection of friction factor, f from the Moody diagram, select the most appropriate answer. O For smooth-walled pipes, we need to know Re only. O All the answers are correct. O For laminar flow, we need to know Re only. O For rough turbulent flow, we need to know Re vs ks/D.
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- If the friction headloss is significantly changing in a pipe flow, which of the following is most and first affected?Group of answer choices A. pressure head B. elevation head C. total head D. velocity headFor a single pipe, 8000' long and 6"" in diameter, with a Darcy-Weisbach friction factor of 0.07, what would be the head loss coefficient K for use in the head loss calculation KQ^2?" 451.1 103.5 17.3 64.4Water flows at 2 m / s in a 3 m wide 2.5 m deep rectangular channel. There is a 1.10 m elevation on the downstream side of the channel as seen in the figure. Above the elevation, the channel widens to 3.75 m as shown in the figure If b2 = 3.75 m, what should be the maximum value of Δz to prevent suffocation? Draw the specific energy depth curve.
- Show complete solution(need ASAP): A flow net has been drawn as shown in the figure. Points A and C are at elevation ℎ1 and ℎ2 respectively above the datum. ? = 4 m ℎ1 = 4.7 m ℎ2 = 1.4 m Determine : a. Compute the piezometric pressure at point A in kPa. b. Compute the piezometric pressure at point C in kPa. c. Compute the piezometric head at point B in meters.Figure shows that the pipe flow of 50 m^3/hr, is driven by pressurized air in the tank. a) Determine the head loss in the “smooth” pipe in meters if the friction factor is 0.014. b) What gage pressure p1 in kPa, is needed to provide the given flow rate?A 300 mm diameter pipe with a friction factor of 0.02 conducts fluid between two tanks at 3.04 m/s. The ends of the pipe are flush with the tank walls. Find the ratio of the minor losses to the pipe friction loss if the length of the pipe is 75 m. Use formula for minor losses = kV2/2g where k = 1.5.
- A smooth pipe with a constant diameter 0.20 m carries water at a temperature of 30oC (Refer Table Q4(c)). The Pipe pressure at section 1 and section 2 is 50 kPa and 20 kPa, respectively. Section 1 is located 2 m lower than section 1. Determine the head loss in the pipe.Figure shows that the pipe flow of 50 m^3/hr, is driven by pressurized aire in the tank. a.) Determine the head loss in the "smooth" pipe in meters if its friction factor is 0.014. b.) What gage pressure in p1 in kPa, is needed to provide the given flow rate?An inverted right circular conical tank loses water out of a 4-in hole at the bottom. The radius of the top of the tank is 8 ft and its total height is 20 ft. Assume that the coefficient of contraction is 0.6. Solve for dh/dt. Solve for dV/dt.
- choose the correct multiple-choice answer and also show your work): The Darcy friction factor in Branch b in the figure below is 0.025 and the turbulent friction factor in Branch b is 0.021. If this 0.1342-ft ID pipe is 16ft long, determine the head loss in Branch b in terms of ??2.The elbows are 90°long radius. Neglect losses in the junctions.Water is flowing in a 100 mm diameter Mild Steel (MS) pipe of length 180 m as shown in the figure. The reservoir water level remains constant. Determine the flow rate. Use Darcy Weisbach formula with loss coefficient method and Darcy Weisbach formula with effective pipe length method.Q2(b) Water (density,p = 1000 kg/m^3) is flowing in a straight new cast iron pipe of 100 mm diameter and its length is 520 m. The flow velocity is 2.5 m/s. Given the friction factor is 0.0066 and the dynamic viscosity is 8.9x10^−4 Pa.s. Calculate the Reynolds number (determine the state of flow) and the friction head loss using the Darcy-Weisbach formula.