Homework Answers
Dear student,
here i given a resonable explation for above problem.
As the elevation at 'C' is greater than the pressure head in the tank 10m . there will be no flow through A B C D
So flow rate is zero. And pressure at 'A' will be head due to water level above point A.
and the HGL and TEL is simple to draw. the uses this drawing is to know how energy losses or dissipiation accurs. widely applied in hydro power plant. instead of this problem, you can choose a good problem from your textbook for practice. so that you get more clarity.
Please share your feedback. Rate answer to serve you better. Thank you.
Sorry that i have uploded wrong diagram page 2 of 2. correct one i uploaded.
![HGL - Hydraulir Gradient TTL - Total energy line, line page 1 of 2 fZ Prezometric heat FELB+z*] From given diagram/scenario k](http://img.homeworklib.com/questions/6c4d3760-45b9-11ec-9a27-935837b801a4.png?x-oss-process=image/resize,w_560)
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1- Estimate the flow rate and the pressures at A, B, C, and D.The...
3. (20%) Water of 15°C temperature is pumped at a rate of 0.01 m/s through the...
3. (20%) Water of 15°C temperature is pumped at a rate of 0.01 m/s through the 800-m long and 10-cm diameter drawn tubing from the upstream reservoir at an elevation of 10 m to the downstream reservoir at an elevation of 30 m. The pump is located at an elevation of 10 m below the datum and at a distance of 350 m from the upstream reservoir as shown. (a) Find the values of the Reynolds number and the friction...
A flow rate meter is used to measure the flow rate of a water flow from...
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...
fulied فلود %VP . 9:-1 Quzie fluid morning... Calculate the flow rate of 40'c water in...
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%VP . 9:-1 Quzie fluid morning... Calculate the flow rate of 40'c water in the pipes shown in Fig. take C-0.96 6m-dia 12 cm dia 12 cm
Fluid Mechanics Example of HGL and EGL 24 L v2 Ex 7-7) The head loss in...
Fluid Mechanics
Example of HGL and EGL 24 L v2 Ex 7-7) The head loss in the pipe is given by h 0.014 , where L is the length of pipe and D is the pipe diameter. Assume a and y 9810 N/m3 1.0 at all locations 1) Determine the discharge of water through this system. 2) Draw the EGL and HGL for the system. 3) Locate the point of maximum pressure. 4) Locate the point of minimum pressure. 5)...
For a given flow chart below, calculate 1-Mass flow rate of Pipe A 2-Mass flow rate...
For a given flow chart below, calculate 1-Mass flow rate of Pipe A 2-Mass flow rate of Pige A B SG: 1.07 SG: 1.04 D : 10 cm V20 m's D SG : 1.065 O :1.41m's V 12 m/s E SG: 1.15 D 20 cm V : 25 m/s
(a) A horizontal pipe of diameter 10 cm carries crude oil from A to C as...
(a) A horizontal pipe of diameter 10 cm carries crude oil from A
to C as shown in Figure 4. At a point B, midway between A and C,
oil leaks at a volume flow rate of QL . The pressure
drop per unit length along AB is 640 Pa/m and along BC is 600 Pa/m.
Determine the leakage flow rate QL . The density of oil
is 800 kg/m3 and its dynamic viscosity is 0.1 N.s/
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Water flow steady through a pipe with Dia= 0.75 m at point 1 and Dia= 1.5...
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
A pump transmits water at 10 °C from the reservoir to an elevated tank L2= 150...
A pump transmits water at 10 °C from the reservoir to an elevated tank L2= 150 m as shown. The loss coefficient in Elevation = 190 m Elevation = 185 m each bend is 0.4 and loss in the pipe Water entrance is Ke = 0.5. There are no L=100 m loss at the pipe exit at the elevated Elevation D -20 cm tank. The pipelines are made of steel. -150 m -- Elevation - 145 m State your assumptions...
For a given flow chart below, calculate 1-Mass flow rate of Pipe A 2-Mass flow rate...
For a given flow chart below, calculate
1-Mass flow rate of Pipe A
2-Mass flow rate of Pipe B
A B с SG: 1.07 D SG: 1.04 D : 10 cm V : 20 m/s SG: 1.065 Q : 1.41m/s V : 12 m/s E SG: 1.15 D : 20 cm V : 25 m/s
CIVL 409 Deliverables Modules 1-3 and due Date Dr. Ghanat, PE 27.3 pts) For the flow...
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3. (20%) Water of 15°C temperature is pumped at a rate of 0.01 m/s through the 800-m long and 10-cm diameter drawn tubing from the upstream reservoir at an elevation of 10 m to the downstream reservoir at an elevation of 30 m. The pump is located at an elevation of 10 m below the datum and at a distance of 350 m from the upstream reservoir as shown. (a) Find the values of the Reynolds number and the friction...
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...
fulied
فلود
%VP . 9:-1 Quzie fluid morning... Calculate the flow rate of 40'c water in the pipes shown in Fig. take C-0.96 6m-dia 12 cm dia 12 cm
Fluid Mechanics
Example of HGL and EGL 24 L v2 Ex 7-7) The head loss in the pipe is given by h 0.014 , where L is the length of pipe and D is the pipe diameter. Assume a and y 9810 N/m3 1.0 at all locations 1) Determine the discharge of water through this system. 2) Draw the EGL and HGL for the system. 3) Locate the point of maximum pressure. 4) Locate the point of minimum pressure. 5)...
For a given flow chart below, calculate 1-Mass flow rate of Pipe A 2-Mass flow rate of Pige A B SG: 1.07 SG: 1.04 D : 10 cm V20 m's D SG : 1.065 O :1.41m's V 12 m/s E SG: 1.15 D 20 cm V : 25 m/s
(a) A horizontal pipe of diameter 10 cm carries crude oil from A
to C as shown in Figure 4. At a point B, midway between A and C,
oil leaks at a volume flow rate of QL . The pressure
drop per unit length along AB is 640 Pa/m and along BC is 600 Pa/m.
Determine the leakage flow rate QL . The density of oil
is 800 kg/m3 and its dynamic viscosity is 0.1 N.s/
m2 . You...
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
A pump transmits water at 10 °C from the reservoir to an elevated tank L2= 150 m as shown. The loss coefficient in Elevation = 190 m Elevation = 185 m each bend is 0.4 and loss in the pipe Water entrance is Ke = 0.5. There are no L=100 m loss at the pipe exit at the elevated Elevation D -20 cm tank. The pipelines are made of steel. -150 m -- Elevation - 145 m State your assumptions...
For a given flow chart below, calculate
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CIVL 409 Deliverables Modules 1-3 and due Date Dr. Ghanat, PE 27.3 pts) For the flow net shown below, (a) compute the flow rate through soil; (bjcompute the pore water pressure at Point A, which is at elevation 122.0 m. Silty sand has a hydraulic conductivity of 8 x 101 cm/s. 20.0 m- el. 134.2 m l 1243 m el. 124.3 el. 116.0 Sałty el. 96.8 m Concrete dam and elevation (el.) points 20.0 cl 126 1 el. 1243 el....
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