The mass flow of air as it flows through the circular duct is defined by the equation below where p = density. V = velocity. A = cross-sectional area of the duct. Use dimensional homogeneity to determine the appropriate unit for mass flow? * m = pVA V = 9.8 fps d = 16" Pair = 0.0019 slug/ft3
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- Given below are pipe lengths, sizes, and connections. All pipes have a friction factor of 0.020. If the flow from A to B is 8 cfs, Determine the head loss in feet in PIPE 5. *23.8062*9.0254*1.0666*2.6570 Determine the flow in the upper branch pipe Q2 in cubic feet per second. *2.6667*2.3809*4.8840*12.4747 Determine the head loss in feet in PIPE 2. *3.4373*8.0165*9.2849*10.4720 Determine the total head loss in feet between the inlet A and the outlet D. *9.2849*13.1625*17.3474*35.9163In Figure below, calculate Fx and Fy per unit width of the cylinderDetermine the magnitude and point of application of the horizontal and vertical compenents of the hydrostatic pressure force acting on the prismatic surface a b c d e. The surface lenght (dimension perpendicular to the figure) is 4.5 m. The unit weight of water =9.81 Kn/m3
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- For the figure ,point A is (30 cm) below the surface of liquid , What is the pressure. * a_17.658 kpa b_17.658 kpa (vacume) c_176.58 kpa d_Option 46. A quart of water weights about 2.08 lb. Compute its mass in slugs and in kilograms PLEASE INCLUDE THE UNIT CONVERSTIONQ1(a) Explain the difference between wetting fluid and non-wetting fluid (b) The 60m X 60m rectangular gate shown in Figure Q1(b) has its top edge located 3m vertically below the water surface. The gate is to be opened from its lower edge by applying a normal force by the shaft. Determine the minimum force F required to open the water gate. (Ignore Patm in all your calculations)