In the following system, flow proceeds left to right from Point 1 to Point 2. Three different sized pipes are connected together. Flow enters at Point 1 at 0.7 cfs. Indicate the flow rate (cfs) and velocity (fps) in each section of pipe.
Assumption
is taken that fluid is incompressible .
In the following system, flow proceeds left to right from Point 1 to Point 2. Three...
6 Question 5: Flow through a Sudden Expansion and Sudden Contraction Pipe 1, a smaller diameter pipe, is connected to a larger diameter pipe, Pipe 2; the connection between the two pipes is abrupt or sudden. Section 1 is located on the smaller diameter Pipe 1 and Section 2 is located on the larger diameter Pipe 2. Both Sections 1 and 2 are located sufficiently far away from the sudden pipe join that any locally generated flow disturbance has negligible...
L 2. Steady statemass balance: Water is flowing at steady state in a 0.1 meter-diameter pipe with a maximum velocity (turbulent profile) of 0.3 meters/sec. The pipe then goes through an expansion, to where it is then flowing in a 0.5 meter-diameter pipe, and the flow regime has changed from turbulent to laminar. In the second section of pipe, calculate the velocity as (a) block flow profile (Vavg), and (b) maximum velocity in laminar flow profile? HINT: you will need...
Please do part 2
1. For the parallel pipe system shown, each pipe is cast iron, and the pressure drop from point 1-to-2 is 15 lbf/in. Compute the total flow rate from 1 to 2 assuming minor losses are negligible. The fluid is water at 20°C. D = 4 in; L = 200 ft D = 3 in; L = 175 ft 2. If the two pipes in problem 1 are installed in series with the 4-in pipe upstream of...
The system below shows a simplified schematic of an oil transfer system between tanks, from left to right: L L The oil specific gravity is 0.77 and its viscosity is 2.7 [cP). The pipes are horizontal and coaxial (neglect difference in height between suction and discharge). The tanks are closed but vented so that they are at atmospheric pressure ([atm]). Assume for simplicity that the liquid level in each tank is 2.5 (m) above the level of the pipes (in...
Water flow steady through a pipe with Dia= 0.75 m at point 1 and Dia= 1.5 m at point 2 as shown below. Find the velocity and the volume flow rate at the exit point.( xwater = 9800 N/m3) D = 1.5 m D = 0.75 m (1) BS water in (2) D = 2 m im o 7m. SG=0.88 T 0.3 in 0.5 m 0.2 in 0.5m SG=13.5S SG:13.55
Water flow steady through a pipe with Dia= 0.75 m at point 1 and Dia= 1.5 m at point 2 as shown below. Find the velocity and the volume flow rate at the exit point.( Xwater = 9800 N/m3) D = 1.5 m D = 0.75 m (1) water in (2) V D = 2 m im . 7m. SG=0.88 T 0.5 m 0.3 in 0.2m 0-5 m 0.5m SG=13.5S SG:13.55
Water flow steady through a pipe with Dia=0.75 m at point 1 and Dia= 1.5 m at point 2 as shown below. Find the velocity and the volume flow rate at the exit point.(Ywater = 9800 N/m) D-1.5 m D=0.75 m (1) water (2) Y D = 2 m 1m 0.7m SG=0.88 T 0.3m 0.5m 02 m 0.5m 0.5m S6=13.5S SG:13.55
Q-1 For the two compartment flow system as shown below, the water tank (open and immersed) is draining water out in the left compartment. The left and right compartments are filled with fluids of spor of 0.75 and 0.65, respectively. Both the compartments are exposed to the atmosphere. The two compartments are separated by 2 inch circular opening. Please answer the following questions E) In which direction, do you anticipate direction of the flow? (hint: from left to right compartment...
A flow rate meter is used to measure the flow rate of a water flow from left to right) in an inclined position. Due to spatial confinement, the two pressure taps-manometer tubes were inclined as well as shown. The meter is similar to a Venturi meter except at the small pipe the pressure tap is a stagnation pressure tap at 2. For the given geometries, calculate: 1) (4 pts)The velocity at the large pipe, in m/s 2) (3 pts)The velocity...
Consider the Ballard Locks as shown below. When traveling from
the lake to the bay, there is a difference in
height of an average of 21 feet. The high side is the fresh water
side. The locks allow boats traveling from fresh water to be
lowered gently in an enclosed ‘lock’ down to the level of the salt
water in the bay. A boat enters the locks through double entry
gates on the fresh water (right) side. The entry gates...