We need at least 10 more requests to produce the answer.
0 / 10 have requested this problem solution
The more requests, the faster the answer.
3 The fluid is flows through porous medium at 30°C with following configurations of packed bed...
The fluid is flows through porous medium at 30°C with following configurations of packed bed column. Diameter of particle: 0.00168 m, velocity: 1.524 m/s, viscosity: 0.001 kg/m s & Density of fluid: 999 kg/m², Bed Porosity: 0.033. The inside diameter of the packed bed column or pipe is 2 inch. Determine the draw the suitable schematic, Identify the flow pattern, Pressure Gradient (AP/AX), and Volumetric Flow rate (Q). plz answer all question .
3. The fomula for flow through a randomly packed bed of spheres is given by Ergun's equation ε3d Where: Ap is the pressure drop across the bed, H is the length of the bed d is the equivalent spherical diameter of the packing, p is the density of fluid, μ is the dynamic viscosity of the fluid. uo is the superficial velocity e is the void fraction of the bed Using dimensional analysis (MLT), show that this equation is either...
1. Gas flow through a fixed bed A regenerative heater is a device where “waste" energy from a hot fluid is stored in some type of thermal storage medium before it is transmitted to a cold fluid. In this problem, you will analyze the flow of the cold fluid across a hot packed bed as it picks up the stored energy. This is a fluid flow problem, not a heat transfer problem. A packed bed of cubes (with side =0.6...
1. An oil of density p800 kg/m3 and viscosity u 5 cP flows at 10 liters/min through a 30 m smooth circular pipe of inner diameter 2 cm. It then flows through a filtering section made up of the same pipe packed at void fraction ε-0.4 with solid spherical particles of diameter 0.5 mm to filter out any fine material. All pipe sections are straight as shown. Design constraint: the pressure drop in the packed bed section (call this AP2)...
Question 3 [20 marks] Water (density p1000 kg/m2; dynamic viscosity 0.001 Pa-s) flows steadily through a horizontal, straight pipe with circular cross section of diameter D=0.2 m. The volumetric flow rate is 0.01 m°/s. Argue that this is turbulent flow. [4 marksl а. Pressure drop in the pipe is due to friction. The pressure drop per unit length can be written as Др 4f L with U the average velocity in the pipe and fthe friction factor. Given the pipe...