Calculate the flow rate through the system
Q: For the pipe network next if: QA=250 Vs QB - 250 1/s QC - 150 l/s QD = 100 ls Length Diameter Pipe…
A: THE QUESTION IS BEING SOLVED BY HARDY CROSS METHOD SO, YOU NEED TO PERFORM FURTHUR TRIAL AND ERROR…
Q: Water at 4°C flows through a 5-inch ID smooth pipe. The Reynolds number of the flow is 450000.…
A: Re = 450000 temp = 4° It has been asked in the question to calculate ratio of maximum velocity to…
Q: What is Venturi meter? Derive an expression for discharge through venturi meter.
A: Vortex flow is defined as the flow of a fluid along a curved path or the flow of a rotating mass of…
Q: Compute the discharge through a 1000 mm diameter pipe flowing at an velocity of 1.5 m/s.
A: Given: Diameter of pipe, d = 1000 mm Velocity, v = 1.5 m/s
Q: Research on how to compute for Reynold's number when the fluid flow is not in a pipe. Give at least…
A: When the fluid flow is not in a pipe ,Reynold's number can be computed using different formulas.
Q: ) Using appropriate diagrams, explain the concept of conservation of mass and energy for fluid flow…
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Q: determine the flow regimes in the suction and delivery pipes.
A: Given, Q = 40 L/s or 0.04 m3/s Dsuction = 200 mm Ddelivery = 150 mm
Q: 2. The flow from pipelines A to F is 300 lit/s. Using a friction factor of 0.015 for all pipelines…
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Q: Dutflow is not equal to the value of q in volume per time unit. O True D False
A: Given data in question Outflow Discharge q To find out True or false
Q: Questions #1 Water flows at the rate of 0.16 L/s through a 200 mm diameter pipe. If its Viscosity…
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Q: coefficient of discharge of the venturimeter
A: Given data, A venturimeter having , Diameter,d2= 7.5 cmIt is installed in pipeline a horizontal,…
Q: 2. Calculate the discharge through the venturimeter.
A: Thanks for your question. As per honour code we will answer the first question since exact one was…
Q: ) Draw the flow pattern of laminar flow around a cylinder with turbulent flow separation.
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Q: Water flows through a horizontal pipe at a velocity of 3 m/sec. Determine the volume flow rate if…
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Q: pipeline between point A and B consists of 1000 ft of 18in followed by 800 ft of 12in…
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Q: Water is flowing at the rate of 300 lit/sec from A to E as shown in the figure. Compute the flow in…
A: Given, Water flow rate =300 lit/sec f=0.025 LAB=300 m LBC=600 m LCD=600 m…
Q: The highest velocity (in cm/sec) for flow of water of viscosity 0.01 poise to be laminar in a 6 mm…
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Q: Determine the flow rate in all pipes
A: Given: f = 0.032, Elevation difference = 13m
Q: A differential gauge was attached to a venturi meter. The deflection of mercury is 14.3 inches.…
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Q: Please answer in complete and clear solution thank you Question A fluid is flowing into an…
A: Given that diameter of inverted conical tank d= 14in Height h= 24in Rate of flow = dv/dt = 7…
Q: A cylindrical tank 10 ft. high and 4 ft in diameter placed so that its axis is horizontal. It is…
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Q: A pipe system has a flow of 4.6 cfs. Section 1 has a diameter of 12” and Section 2 has a diameter of…
A: Given Flow discharge (Q)= 4.6 cfs Diameter at section 1 (D1)=12''=1ft Diameter at section 2…
Q: A certain fluid has a specific gravity of 1.25 flows through a 150mm pipe with mean velocity of 1.50…
A: V=1.5m/s Diameter=150mm D=0.15m
Q: 1. Calculate the discharge in gal. per min of a submerged orifice shown in Fig. Use Cd = 0.63 Fig.…
A: Area of the orifice = 4'' sq. Cd = 0.63
Q: Determine the size of the control valve required to control the flow rate of water. The maximum flow…
A: Given Data: The maximum flow rate is Q=85 gal/min. The available pressure drop across the valve is…
Q: Q6: what is the flow rate that flow through the maen pipc that contain water ? D=300 mm…
A: Given data in question Diameter of pipe 300 mm = 0.3 m Diameter of throat 120mm = 0.12 m Manometric…
Q: Water flows at a velocity of 10 m/s through a 90 mm radius pipe. a. Calculate and state what the…
A: The velocity of the flow is V=10 m/s. The radius of the pipe is R=90 mm. The standard value of…
Q: Determine the volume flow rate in m 3 /sec of water in a pipe section with a diameter of 2 inches…
A: Given: The diameter of the pipe is 2 in. The pressure is 35 psi.
Q: Water flows through a one-inch diameter pipe at a velocity of 14.4 ft/s. The pipe divides into two…
A: Solution:Diameter of pipe (D) = 1inch = 0.08333ftVelocity of pipe (V) = 14.4 ft/sec∴ The rate flow…
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Q: The flow rate in a pipe with 750mm diameter is 500 Liters per second. The fluid is water with…
A: Length of pipe, diameter of pipe, flow rate and Dynamic viscosity have been given and it has been…
Q: Determine the flow rate that circulates through each of the pipes in the system shown.
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i)Calculate the flow rate through the system.
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- The pipe bend shown is in a horizontal plane. Oil with a specific gravity of 0.86 enters the reducing bend at section A with a velocity of 3.2 m/s and a pressure of 150 kPa. Neglecting head loss, determine The pressure at section B, ps (kPa) FMx (N) FMY (N) de = 100 mm da = 150 mm 30°The pressure heads are measured at two sections in a pipeline and are found to be 8.3 m at point A and 76.7 m at point B. The two sections are 5.5 km apart along a 4.5-m-diameter riveted-steel pipe (best condition). A is 100 m higher than B. If the water temperature is 20°C, what is the flow rate? Minor losses are negligible. The answer is Q= 95.6m3/s (Need help getting there)The pipe bend shown is in a horizontal plane. Oil with a specific gravity of 0.86 enters the reducing bend at section A with a velocity of 3.2 m/s and a pressure of 150 kPa. Neglecting head loss, determine a) FMY (N) b) Fpx (N) c) Fpx (N) de = 100 mm da = 150 mm 30° A
- Figure Q1 shows an internal piping system of a building. The pipe is uPVC of total length 35 m. The minor loss coefficients are as shown in the figure. The flow velocity in the pipe is designed to be 1.0 m/s and the residual pressure head at appliance X must be at least 0.8m. Determine the required pipe diameter using Darcy Weisbach formula. Level 8.5 m k = 0.8 Water tank IT Roof beam Minor loss coefficients: E Stop valve, k = 10 O 90°elbow, k = 1 Level 4 m Figure Q1A fluid of viscosity 0.7 Ns/m2 and specific gravity 1.3 is flowing through a circular pipe of diameter 100 mm. The maximum shear stress at the pipe wall is given as 196.2 N/m2. Which of the following statements is/are correct for the given condition? [Assume horizontal laminar flow] 1. The pressure gradient is -8000 N/m2 per m. 2. The average velocity is 3.5 m/s. 3. The Reynold's number is 650.A smooth pipe with a constant diameter 0.20 m carries water at a temperature of 30oC (Refer Table Q4(c)). The Pipe pressure at section 1 and section 2 is 50 kPa and 20 kPa, respectively. Section 1 is located 2 m lower than section 1. Determine the head loss in the pipe.
- Please solve for all with a clear explantion4. Piezometric tubes are tapped into a pipe section as shown in the figure below. The liquid is incompressible and flowing at a volumetric flowrate of 0.35 m³ s-¹. The piezometric head is 1 m at the upstream location (1) and 0.5 m at the throat (2). The pipe diameter at the upstream location (1) is 0.5 m. Answer the following: 1 m Flow Streamline- 0.5 m Datum Hint: the piezometric head is the sum of the elevation and pressure heads. (a) Find the velocity in the upstream section. (b) Find the velocity in the throat section. (c) Find the diameter in the throat section. (d) Based on your findings in (a) and (b), qualitatively describe how pressure and velocity are related along the streamline.Direction: Choose A- When both statements are true; B - When both statements are false; C- When the first statement is true and the second statement is false; D- When the first statement is false and the second statement is true. First Statement: The piezometric surface of an aquifer confined by an aquiclude is higher than that of an unconfined. Second Statement: Hydraulic conductivity is a measure of permeability or impermeability of a geologic unit. OA B. D.
- 5. Water is siphoned from a large tank and discharges into the atmosphere through a 0.05 m diameter tube. The end of the tube is 0.9 m below the tank bottom, and the height of the tube is H = 2.0 m. 2.75 m %3D (a) Determine the volume flowrate from the tank. (b) Determine the water pressure at the top of the tube. (Assume viscous effects are negligible) I 0.9Q3. SAE 30 oil (Sp. Gr. =0.833) with a dynamic viscosity 0.28 N.S/m? flows in a 4-cm-diameter pipe which is inclined with an angle 37°. For the pressure measurement shown, determine A. Whether the flow is up or down The flow rate in m'/h C. The shear stress and velocity 1 cm from the boundary Draw the shear stress and velocity profile with the section of the pipe. В. D. P-180 kPa P- sOokPa 15m 20mAn oil with p=900 kg/m² and v==0.0002 m/s flows upward through an inclined pipe as shown in Fig. E6.4. The pressure and elevation are known at sections 1 and 2, 10 m apart. Assuming d=6 cm 10 m P,= 250,000 Pa 40 P,= 350,000 Pa, z, =0 steady laminar flow, (a) verify that the flow is up, (b) compute h, between I and 2, and compute (c) Q. (d) V, and (e) Re Is the flow really laminar? mpgd'h Q = 128µL 3,431,600 66 10 & Density of Air p = 1.205 kg/m 364 S444 D176= 15 14 0 6 +Go Coefficient of viscosity for air = 1.80 x 10-5 he 151 355m Force of gravity 9.807 Density of waterp 998 kg/m? %3D Coefficient of viscosity (water) u = 0.001 kg/(m.s) For gasoline at 20°C, from the Table p= 680 kg/m³,y = pg, g =9.81