Proof that the Reynold’s number for pipe flow is four times that of open channel flow.
Q: The engineer need to construct a Parshall Flume into 1.5m in wide rectangular channel to a specific…
A: Discharge is the main quantity in any sector that is used to transfer fluid from one place to…
Q: An engineer is asked to design a most efficient semi-circular open channel. The channel will have…
A: To determine the radius of the most efficient semi-circular open channel for given flow rate,…
Q: DESCRIPTION T-shaped open channel has two sub-channels more rough surfaces than the main channel. If…
A: Given: The slope of the channel is 0.0004. The widths of the channel are, b1 = 5m and b2 = 8m. The…
Q: Water flows in the canal of trapezoidal cross section shown in Fig.. The average velocity in the…
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Q: Determine the discharge at pipeline 1 in lit/sec assuming f=0.02 for all pipes. CHOICES: a. 782, b.…
A: The problem is based on the parallel combinations of pipe flow. In this combination the head loss in…
Q: The discharge of water over a 45 degree triangular weir is 0.728 cfs. What is the head?
A: Q=0.728cfs To find head
Q: 11. Estimate the type of flow in a channel having cross sectional area of 50m² and top
A: To find : Type of flow in channel.
Q: With laminar flow in a circular pipe, at what distance from the centerline (in terms of the pipe…
A: Laminar flow is a type of fluid flow in which the fluid which is flowing in any specific direction…
Q: Question. what is the discharge (m³/s) from circular pipe having diameter 0.5 m and velocity of flow…
A: Given data in question Velocity Diameter To find out Discharge
Q: Since there is a need to supply more water from reservoir A to reservoir B, it is necessary to lay…
A: Solution f = 0.25 L =6000 m Q = 0.65 m3/s Applying the Bernoulli's equation on the free water…
Q: B- For the Given canal section the sides of canal tilted at an angle 30° with the horizontal…
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Q: Kindly give me right solution with clear calculations. There is no more extra data given.…
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Q: 14.2 In a conduit with a diameter of 4.5 ft, the depth of flow is 4.0 ft. (a) Determine the…
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Q: Describe different flow measurement methods used in field for open channel flow and pipe flow.
A: Weirs seem to be the key instrument used mostly for open channel flow measurements, as well as…
Q: if a 250mm sewer is placed on a slope of 0.010, a. what is the flowing capacity when n=0.013…
A: Given data Dia of pipe = 250 mm Manning constant = 0.014 Slope = 0.010
Q: Two identical 12-in. storm sewers flow full at a 2% slope into a junction box. A single large pipe…
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Q: A discharge of 4m3/s occurs in. a rectangular open channel 1m wide with s=0.002 and n=0.0145…
A: Area=1×yP=2y+1Using mannings equation:Q=1n(AP)23S12A4=10.0145(y×12y+1)23(0.002)12(y×1)y≈1.95
Q: Find the water depth just upstream of a 4-ft-high broad-crested weir in a channel 10 ft wide when…
A: Given: The upstream depth is 4 ft. The width of the channel is 10ft. The flow rate is 51.14 cfs.
Q: A circular finished concrete culvert is to carry a discharge of 50 cfs on a slope of 0.0010. It is…
A: Given data:The discharge carried (Q) is 50 cfs = 50 ft^3/sec.The bottom slope (S0) is 0.0010.Flow is…
Q: A rectangular channel, 20 feet wide, carries a discharge of 200 cfs. Compute the critical depth and…
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Q: The discharge from a six (6) inch diameter orifice, under a 10 ft head, Cd=0.600, flows into a…
A: GIven Data:- Diameter of Orficed=6 inch Head available H = 10ft Coefficient of dischargeCd = 0.6…
Q: Considering only inlet control, determine the flow in a 24-in. concrete pipe culvert with a square…
A: Diameter of concrete pipe(D)=24 in or 2 ft Head water elevation(H)=6 ft Manning's…
Q: PROBLEM 1: Water flows upwards in a vertical pipeline of gradually varying section from point 1 to…
A: The diameter of pipe at section 1, D1 =0.5mThe diameter of pipe at section 2 = D2The Pressure at…
Q: -. Calculate the discharge through the side slope of the channel is
A: To find : Discharge through channel.
Q: Q3) Design a concrete lined canal cross section (y and S) if the discharge of water is 26.2 m/sec ,…
A: Introduction : Discharge (Q): A discharge is a measurement of how much fluid flows in a certain…
Q: A multi-barrel culvert is to transport a flow of 10 cfs underneath a roadway. The allowable head on…
A: Given Q = 10 cfs, d = 12 inch k = 0.2, h allowable = 2 ft
Q: A sewer regulator is equipped with a Cipolletti weir (U.S.B.R. standard trapezoidal weir) to control…
A: Given, Q = 0.85 m3/s
Q: A 1M DIAMETER PIPE HAS A DISCHARGE OF 0.7 M*3/SEC FIND THE CRITICAL DEPTH OF FLOW
A: The flow of fluid includes movement of an unbalanced fluid. As long as unequalled forces are in…
Q: What conditions satisfy the maximum discharge and maximum velocity for circular channel.
A: In circular section, the shape of flow cross section varies with the depth of flow. Due to the…
Q: on 7-5 -The discharge in a long 12-ft-wide rectangular channel is 345 cfs, and the nomal reasoning…
A: Given data Wide channel Depth of flow Discharge Mannings roughness coefficient
Q: the flow rate is 1.2 m3/s per meter of channel width. (a) Compute the velocity and water depth at…
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Q: A triangular open channel has a vertex angle of 90° and carries flow at a critical depth of 0.30m…
A: Given data- Triangular open channel- vertex angle =90ocritical depth yc=0.30 mTo Find-The discharge…
Q: A concrete pipe laid on a slope of 1:1 500 is to carry a uniform flow of 5 m3 /s when half full.…
A: A pipe running half full whose discharge, slope and value of chezy’s constant have been given and it…
Q: A 10-ft^2 hydraulic conduit issued 10 ft^3/s of flow. When the discharge was doubled, the flow…
A: Given :
Q: Design most efficient rectangular channel to safely carry a discharge of 15m³ /sec. The channel is…
A: Discharge (Q) = 15m3/sec Channel constructed using concrete, therefore Manning coefficient n = 0.013…
Q: Is it easier to solve for the head loss when it's a laminar flow than turbulent flow? Discuss all…
A: Laminar flow - it is type of flow inwhich the fluid moves in a smooth way without mixing or only…
Q: PROBLEM 1: Water flows upwards in a vertical pipeline of gradually varying section from point 1 to…
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Q: H.W. : Aboard crested is constructed across channel if which the discharge is (30cumces) the cross…
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Q: Calculate the depth of flow downstream
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Q: 1. Illustrate the open channel flow. Provide short explanation. 2. Provide the Most Efficient…
A: As multiple question asked, we have to answer only first question as per company rules. I answered…
Q: Maximum velocity and discharge in rectangular channel occur when the depth of the channel is the…
A: Given that, A rectangular channel, Let, width = B Depth = y
Q: Water flows in the canal of trapezoidal cross section shown in Fig. . The average velocity in the…
A: Given; base,b=12ft m=tan40° Depth Y=5ft To find,Froude number, and Reynold number
Q: A pipe having a diameter of feet with roughness coefficient of 0.013 flows full. If the slope of the…
A: The above problem is based on the pipe flow. The roughness coefficient is used in manning's equation…
Q: Determine the discharge if flow velocity is 3 m/s and area of channel is 3.9 m2
A: The discharge is defined as pdf of a velocity and area Q=A×V
Q: A diversion gate backs up flow in a 5-ft wide rectangular irrigation channel (So = 0.001, n =…
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Q: or discharge over ogee weir discharge is
A: To find : Whether the statement is true or false .
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- A rectangular channel section increases in width from 40 ft to 50 ft in a length of 100 ft. The channel slope is 0.1%. If the discharge and the velocity of flow at section 1 are 2950 cfs and 12.8 ft/sec, respectively, determine the depths of flow at sections 1 and 2 and the velocity at section 2. Use the energy principle. Disregard the losses.please show step by step.Specific energyA horizontal rectangular channel is 12 feet wide and carries a flow rate of 60 cfs. A hump that is 0.5 feet high is placed in the flow path. a. If the normal depth of flow is 1.5 feet, what is the depth of flow over the hump? b. If the normal depth of flow is 0.5 feet, what is the depth of flow over the hump?What is the ratio of flow rates (Q1/Q2) for an open channel, when only the material of it is changed from riprap (n = 0.033) to concrete (n =0.012) and the other features are the same?
- Determine the discharge in MLD of a 2800 mm gravity flow concrete aqueduct with a hydraulic gradient of 0.0015. Assume pipe is flowing full with a coefficient of roughness = 0.015. Answer in whole number only.Water flows in a trapezoidal channel having a bottom width of 15ft and side slopes of 1 vertical to 1.5 horizontal at a rate of 200cfs. Is the flow a subcritical or a supercritical flow if the depth of the flow is 2ft?A trapeziodal channel lined with grass (n = 0.027) has a bottom width of 4.25 feet, side slopes of 2 horizontal to 1 vertical, and a slope of 1.1 percent. Water is flowing at a depth of 2.35 feet. a) what is the discharge? b) what is the velocity?
- A rectangular channel, 20 feet wide, carries a discharge of 200 cfs. Compute the critical depth and velocity.Briefly discuss the design of an open channel section, such that the flow at any depth in the channel will have a constant velocity for sewer discharge.A 1M DIAMETER PIPE HAS A DISCHARGE OF 0.7 M*3/SEC FIND THE CRITICAL DEPTH OF FLOW
- A concrete pipe laid on a slope of 1:1 500 is to carry a uniform flow of 5 m3/swhen half full. What pipe diameter is required? Use C = 49 SI units.the flow rate is 1.2 m3/s per meter of channel width. (a) Compute the velocity and water depth at the top of the budge (hmax= 0.1 m). Characterize the flow there. (b) Rework the problem for a flow rate three times as large.Determine the discharge at pipeline 1 in lit/sec assuming f=0.02 for all pipes. CHOICES: a. 782, b. 782, c. 827, d. 278