Water is flowing through a pipe of 100mm diameter with an average velocity of 10m/s. Determine rate of discharge of water in l/s. Also determine the velocity of water at the other end of the pipe, if the diameter of the pipe is gradually changed to 200mm.

Q: Problem A horizontal venturimeter with inlet and throat diameters 30 cm and 15 cm respec- tively is…

A: Given Diameter at inlet D1=30 cm, Diameter at throat D2=15 cm, Reading of differential manometer…

Q: 4) A 150mm x 50mm venturi meter set up is installed in a vertical pipeline. Determine the flow if…

A: To determine the flow-

Q: THE MEAN VELOCITY IS 2.5 m/s.

A: Discharge = Velocity ×AreaQ=vA

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A: The specific gravity of the oil = 0.9▪︎ The specific gravity of the manometric liquid i.e. mercury =…

Q: A discharge of 100 L/s to be measured by triangular notch of vertex angle 60°. What would be the…

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Q: liquid d=0.7 water 260 mm %3D 1.0 m

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Q: QI: Three pipes having lengths 1000 m, 800 m, 1200 m and dia. 250 mm, 200mm and 300 mm, Hazen-…

A: Given d1 = 250 mm d2 = 200 mm d3 = 300 mm  L1 = 1000 m L2 = 800 m L3 = 1200 m C1 = 120 C2 = 100 C3 =…

Q: Triangular notch with vertical angle of 90° measures a flow rate. If the value of Cd = 0.6 and there…

A: Given: Coefficient of discharge, Cd = 0.6 Error in measurement of head, dH = 2.5 mm Discharge, Q =…

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Q: 837 In Fig. he fuid s ai (y=12N/m³), and the manometrfuid has s. = 0.827. Asuming no kssS, compute…

A: D1=100mm D2=50mm h=80mm

Q: -12/Compute the flow rate of irrigation water Q to

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Q: Current Attempt in Progress Water flows steadily with negligible viscous effects through the pipe…

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Q: what diometer of new cast iron pipe to discharge 120 liters / sec of water with a of not more than I…

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Q: ng rate of flow in open pipe like e.

A: To find : Whether the statement is true or false.

Q: 8 The following data are obtained from the current meter gauging of a stream, at a gauging sta-…

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Q: Find the missing flow values in pipes 2, 7, 8; and the input and output values to the network shown.…

A: Given Data: Pipe Flow m3/s K 01 0.144 160 02 ? 185 03 0.056 752 04 0.048 1515 05 0.096…

Q: The height of water above the 5 mm diameter orifice stands 180 mm. What is the theoretical velocity…

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Q: A SG= 1.50 Water 30сm 80cm

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Q: 5) A 150mm x 50mm venturi meter set up is installed in a vertical pipeline. Determine the flow if…

A:

Q: Water is flowing through a pipe of 100mm diameter with an average velocity of 10m/s. Determine the…

A: Discharge Q = A*V A= area V = velocity Q=10*3.14*.12/4=78.5 l/s

Q: 2 in. by 6 in., is installed in a vertical pipe line carrying water. A differential manometer…

A: Given:- 12 in by 6 in gauge levels=2.50ft Venturi coefficient =0.97 To find:- actual discharge

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A: Given, Z1 = 1 m Z2 = 43 m  Q = 40 L/s    NOTE : As per guidelines, first 3 parts are solved. Request…

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Q: A pump having the characteristics curve is given below delivers water from a river at elevation 52 m…

A: D = 350 mm or 0.35 m L = 2000 m f = 0.022

Q: View Policies Current Attempt in Progress (Bernoulli/continuity) Water flows into a large tank at a…

A: Given : Water incoming rate, Q1 = 0.014 m3/s Number of holes at bottom = 20 Diameter of holes = 10.7…

Q: The velocities recorded by current meter in a stream are given below. Fin d the discharge per unit…

A: The formula of discharge is given by, Q=Area×Velocity

Q: The diameter of a pipe at the sections 1 and 2 are 10 cm and 15 cm respectively. Find the discharge…

A: given Diameter at  section 1 D1=10cm=0.1m, Diameter at  section 2 D2=15 cm=0.15 m, Velocity at…

Q: Water flows steadly from the large open tank shown below. if viscous effects are negigble, determine…

A: We know velocity from tank filled with water is given byv=2gz1-z2so,z1-z2=4m

Q: Water is flowing in a 300 mm circular pipe with a discharge of 0.250 m/s. Find the Reynold's number…

A: Given data: D=300 mm=0.3 mQ=0.250 m3/s kinematic viscosity for water: ν=9.3157×10-7 m2/s

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Pressurized pipe flow

A 15-kilometer-long pipe with a pipe diameter of one meter transports water at a speed of one meter per second. The pipe has a friction coefficient of 0.005. Calculate the frictional head loss?