Jump У V = 2 ft/s Y2 Уз DI.

Q: An orifice at the bottom of a rectangular tank has a cross-sectional area of 0.004m². The tank has a…

A: We have to find coefficient of discharge and time to lower the water surface from 5.6m to 3m.

Q: 3. A prismatic vessel has two compartments A and B communicating by an orifice 0.25 m square with C…

A:

Q: Q/Consider steady, incompressible and flow through a reducer in a horizontal pipe where the diameter…

A: d1=20cm d2=10cm P1=150kPa P2=50kPa

Q: a. Determine the average cross-sectional velocity V and the discharge Q for the compound channel…

A: Given :

Q: Water flows from a large reservoir at the rate of 0.0137 m3/s through the system shown in the Fig.…

A: The flow of fluid includes movement of an unbalanced fluid. As long as unequalled forces are in…

Q: ) Water is pumped from a reservoir to a packed tower at a volumetric flow rate of 0.02 m³/s. Water…

A:

Q: reynolds number b.) total head lossv(m) c.) gage pressure at 1

A: Gauge pressure: - It is defined as the extra pressure to a system with respect to local atmospheric…

Q: -For the pipe system shown in fig. have tow pipes with equal length, what will be the length of pipe…

A: to find - length of pipe

Q: A pipe has a total length of 9800 ft with diameter of 30 in., and its thickness is 5/8 in. Assume…

A:

Q: 8-62 A horizontal pipe has an abrupt expansion from D₁ = 8 cm to D₂ = 16 cm. The water velocity in…

A: We have to find out the downstream pressure P2 and error if bernoulli's equation is used .

Q: For downward real flow in offset water pipe shown, find: The required pressure at D 1. 2. Determine…

A: Given, PA = 50 kPa L = 8 m  D = 20 mm or 0.02 m  Q = 0.2 L/s or 0.0002 m3/s

Q: Water flows in a rectangular channel 10 ft wide at a velocity of 10 f/s (V1) and a depth of 10 ft…

A: v1 = 10ft/s y1 = 10ft w1 = 10ft Q = 10*10*10 = 1000ft3/s q = Q/T = 1000/10 = 100ft2/s E1 = y1 +…

Q: 33 Elev A Water Elev C Turbine Elev B Water flows from Reservoir A (Elev 128 ft.) to a turbine (Elev…

A: Given Discharge, Q = 35 ft3/s Elevation of reservoir A = 128 ft Elevation of Turbine = 73 ft…

Q: 2m В

A:

Q: Q1: Water flows through a smooth pipe of a 65 mm diameter and a 10 m length with a head loss of 0.5…

A:

Q: The flowrate of the flow is 0,20 m³/s in a pipe placed on a horizontal plane. The pipe diameters are…

A: When water flows through pipe, a force is exerted on the pipe by water. To calculate force on pipe…

Q: Prob.13. Two pipes of length 2500 m each and diameters of 80 cm and 60 cm respectively, are…

A:

Q: For fully developed laminar pipe flow in a circular pipe, the velocity profile is given by u(r) = 2…

A: Given data Diameter=3.6cm

Q: A horizontal, frictionless channel of circular cross-section and diameter equal to 5 feet flows at a…

A: Note:- The given question is having multiple sub parts, as per the policy of Bartleby we are…

Q: 2. A V-notch weir is located at one end of a tank having a horizontal square section 12 m x 12 m.…

A:

Q: 1m V₁=0.5 m/s 20m 3m V₂=1.5 m/s 4m V3=0.3 m/s -22m a. Determine the average cross-sectional velocity…

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Q: Question 2. la0 mm diameter siphon draws water from the reservoir. Considering that the elevation…

A: Discharge is the main quantity in any field used to transfer fluids from one place to another. It…

Q: BUILDING 3.6m 2F 1m 3.6m 1F ТАР Im GROUND 0.9m 3.6 m PIPELINE BASEMENT 1m

A: The given data is: Maximum flow rate at 1F (Q1F) = 2.5 L/s Inner diameter of the taps (d) = 18 mm g…

Q: horizontal pipe is diverted upwards with an angle of 25 degrees. Water enters with a velocity of 4.5…

A:

Q: If u = xy + 2y³x. v = -0.5y² + 6x³2 and w = 5y²x - y³z + x, then for a steady and incompressible…

A: Given- Velocity components- u=xy+λy3x,v=-0.5y2+6x3z,w=5y2x-y3z+x, Flow is steady and incompressible,…

Q: Water flows with a flow rate of 0.6 cumec through an inclined pipe PQ of length 10 m lengt having a…

A: Flow rate = 0.6 cumecLength of pipe PQ = 10 mAngle = 30 degreePressure = 30 kN/m2We have to…

Q: 1. An orifice at the bottom of a rectangular tank has a cross-sectional area of 0.004m². The tank…

A:

Q: Q3) A triangular canal cariying a discharge of 2 m'/s has a step of height 0.3m as shown in the of…

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Q: ASSIGNMENT Refer to the figure. The discharge in pipe 2 is Q₂ = 0.04 m³/s in the direction shown.…

A: NOTE : Since you have posted a question with multiple sub-parts, we will solve the first three…

Q: The flow is opened to the atmosphere at point D which is fed by a very wide reservoir that hasa…

A: Solution: considering the diagram a=7 b=2 a. Considering the Bernoulli equation between 1 and D…

Q: A pipe carrying sea water (SG = 1.03) reduces its diameter from 30cm at point 1 to 10cm at point 2.…

A:

Q: 3. A pump is discharging 20 lit/sec of water through 100mm diameter smooth steel pipe. When the pump…

A: Given data- Discharge -(Q)=20 lit/s=20×106 mm/s,Area- A=π4×d2=π4×1002=7853.98 mm2,Pressure P=720…

Q: a) A flow discharge of 20 m'/sec passes in a 4m wide rectangular channel under the critical…

A: The specific energy at the section in open channel is the critical energy which depend on the…

Q: 1. The horizontally lying device or fitting shown below connects three pipelines. Water (γwater =…

A:

Q: Q7) Water flows from a large reservoir to a smaller one through a 5-cm diameter smooth piping system…

A: The given data is shown below: Diameter=5cmDynamic viscosity=0.001307 Pas

Q: Ex: A rectangular channel 10m wide, 4.0 depth and has a bed slope of 18 cm/km. The discharge is 18…

A:

Q: 2. Water is flowing with velocity 2.2 m/s in a 50 mm diameter 90° close radius bend. Determine the…

A: As per guidelines we need to answer only first question so please repost rest questions separately.

Q: В a b. Figure X5.2.2 5.2.3 Refer to Fig. X5.2.2. Assume a = 1 m, b = 4 m, and the flow to be…

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Q: Water flows from a tank thru a 200mm and 125mm diameter circular orifice with a total drop in water…

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Highway Drainage

Highway drainage is the process of extracting and regulating the excess surface water on the pavement by giving the desired slope. The construction of a highway drain helps to divert the water present on the surface, and sub-grade by the means of slope. Highway drainage systems are a necessary part of smooth functioning of traffic, since the highway drainage systems provide proper disposal of unwanted substances from the highways.