3. Water flows through a circular channel that has a diameter of d= 75 mm at...
4. (10 points) Water flows steadily through a reducing elbow before being released to atmosphere, as shown in the figure below. The average velocity at the inlet is U - 1 m/s. The diameter at the outlet D2 = 0.1 m is less than the diameter at the inlet D = 0.15 m, such that the flow accelerates through the elbow. The elbow is smooth and short, such that the effect of friction is negligible. The elbow is in horizontal...
Water (density = 1000 kg/m3) flows through a duct that makes a 180 degree U-shaped bend (see below). Assume that the fluid is incompressible through the duct and the velocity at the inlet is V1 = 24 m/s. Assume that the momentum-flux correction factor at both inlet (point 1) and outlet (point 2) is 2.1. The gage pressures are P1 = 120 kPa at the inlet and P2 = 248 kPa at the outlet of the bend. The inlet is...
A: Assuming that the pump is 50% efficient, what is the highest elevation h that water from the fountain reaches assuming that loss is otherwise neglible? Note that the water resevoir is at the elevation as the nozzle. B:If the nozzle is doubled, by what factor will h change if the system is not otherwise changed? PROBLEM I-AROUND THE BEND inlet Air flows through the s-bend duct shown in the figure in a steady and incompressible manner. The cross section...
An unknown fluid is forced to flow through a channel of length L, diameter D, and roughness E. You know the pressure and temperature changes from sensors at the inlet and outlet of the channel as well as the mass flow rate and heat transfer to the fluid. Find expressions for the specific heat capacity, density, thernal conductivity, and viscosity of this fluid. Assume steady state.
Consider water flowing through a converging channel as shown and discharging freely to the atmosphere at the exit. What is the gage pressure at the inlet? Assume the flow to be incompressible, and neglect any frictional effects. D, = 150 mm D2 = 75 mm V1 = 1.2 m/s P2 = Patm %3D (A) 10.2 kPa (B) 10.8 kPa (C) 11.3 kPa (D) 12.7 kPa
3. Water flows at a uniform velocity of 1 em/s in a circular channel of diameter 2 cm and length 2 m. A uniform heat flux of 10 W/m2 is supplied at the surface. Assume laminar flow and developed flow and temperature. (a) Calculate the variation of the mixing cup temperature with distance and the Nusselt number. (b) If the mixing cup temperature at the inlet is 22 oC, calculate the mixing cup and wall temperatures at the outlet? (e)...
4. An old, rough-surfaced, 2-m-diameter concrete pipe with a Manning coefficient of 0.025 carries water at a rate of 5.0 m'/s when it is half ful. This pipe is to be replaced by a new smooth pipe with a Manning coefficient of 0.012. Determine the diameter of the new pipe if it also is to flow half full with a flow rate of 5.0 m'/s Water initially flowing in the horizontal section of pipe of diameter 12.00 cm shown in...
Water flows steadily through a curved duct that turns the flow through angle = 135 degrees, as shown in Fig. 3. The cross-sectional area of the duct changes from A1 = 0.025 m2 at the inlet to A2 = 0.05 m2 at the outlet. The average velocity at the duct inlet is V1 = 6 m/s. The momentum flux correction factor may be taken as 1 = 1.01 at the duct inlet and 2 = 1.03 at the its outlet....
asap please, will rate! 3. Water flows steadily through a curved duct that turns the flow through angle 0= 135º, as shown in Fig. 3. The cross-sectional area of the duct changes from Aj 0.025 m² at the inlet to A2 = 0.05 m² at the outlet. The average velocity at the duct inlet is V1 = 6 m/s. The momentum flux correction factor may be taken as Bi= 1.01 at the duct inlet and B2 = 1.03 at the...
Water is being ejected at the rate 0.2 mil min from a live hydrant with a diameter of 0.15m at the inlet (flange). The diameter redures to 0.02 m at the outlet. The inlet pressure is 200 kPa (absolute) and the exit pressure is atmospheric. Neglect the weight of the pipe and fluid and assume a steady-state flow. Determine (a) inlet and outlet velocities and (b) the torque acting on the flange. Assume g=9.8 mish, Pwater = 980 kg/m², Patm...