SEM V (Ft )10.2346 1.36 | 8.643 W(F) 3.24 H(ft) 1.325 0.213

Q: With velocity of 7 m/s in the 330 mm diameter pipe in the figure shown, determine the discharge in…

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Q: Write the simplified equation for estimating TSS as a function of Q. Determine the 2  parameters…

A: The relation between TSS and Q: So for the given values:

Q: The staff gauge readings and the corresponding discharges measured in a stream are give below.…

A: Discharge at gauge reading 1.6 m and 2.5 m

Q: A 253 mm diameter plunger is being pushed at 60 mm/sec into a tank filled with a fluid having sp.gr.…

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Q: Define the friction losses in pipes, what are the parameters that effect on friction in the pipe?…

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Q: Oil with a specific gravity of 0.7 is used as the indicating fluid in a manometer. If the…

A: Given, Specific gravity of oil = 0.7 Differential pressure p = 7kpa = 7000pa Difference in oil level…

Q: What is the terminal velocity (m/s) for a 4g particle which is falling in the water with projected…

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Q: Q.2//B// The standard air velocity in a 0.4 m diameter duct is 7 m/s. The duct expands to a…

A: The diameter circular duct, d = 0.4m The velocity in the circular duct, V1 = 7m/sec The dimensions…

Q: You are given with the following speed-flow density curve for a particular facility. Find out the…

A: General speed-density relationshipV=Uf-UfKjkrelatiobship in the question isV=55-0.45k2compairing…

Q: The height of a hydraulic jump in the stilling pool of 1.25 scale model was observed to the 10 cm.…

A: Height, hm = 10 cmScale, Lr = 1.25The corresponding prototype height of the jump is =?

Q: An orifice meter with bore diameter, Do is placed in a pipeline of diameter, D. The pressure drop,…

A: functional equation for the pressure drop ∆p=ϕV,D0,D,ρ ,μwhich in its general…

Q: discharge, the relation between head of water and discharge is

A: FRANCIS EMPERICAL EQUATION:

Q: Three pipes A, B, and C at the same level connected by a multiple differential manometer shows the…

A: Pressure at datum level is equal for all three pipes Let pressure in pipes A, B and C be PA, PB and…

Q: Exercise 5.3 An electronic scale at an automated filling operation stops the manufacturing line…

A: Bu using the negative binomial distribution: Given: (a) The probability of success p is 0.01. The…

Q: Elevation Length (m) Reservoir to Connecting pipe Pipe Diameter supply/discharge (m) (cm) 30 A 30 1…

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Q: A triangular pipe network is shown in the figure. Q=100 A r=1 B Q=70 r=2 The head loss in each pipe…

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Q: A 30 g/l solution of a fluorescent tracer was discharged into a stream at a constant rate of 12…

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Q: The section of a storm drain tunnel is as shown in the figure. During a heavy storm the water…

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Q: When measuring the pressure inside a secret pipeline with a liquid of density 750 Kg / m2 by means…

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Q: What is the flow of water

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Q: An electronic scale at an automated filling operation stops the manufacturing line after three…

A: Let x denotes the number of packages detected until the third weight packages is detected. Given -…

Q: A weighing tank in a water treatment plant weighs 1,200 N when empty and 36,000 N when filled with…

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Q: 1. Experiment Resins Using the Fydraui Bench Mass Density of Water = 1000 kg/m Mass at No. of Mass…

A: Given data: Hydraulic bench. Volumetric tank: mass of Volumetric tank=5.4 kg

Q: The precipitation heights recorded with a printed precipitation scale during successive time…

A: It is required to plot the duration - intensity graph i.e rainfall hyetograph.

Q: a) Draw the cross-section of the portion of the stream (follow the forma of your module's…

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Q: During your experiment, you collected 2 data points in the fully submerged case. For the purposes of…

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Q: A differential manometer is attached to pipe (φ=10cm) which deposites a volume of 5 drums an hour ,…

A: Initial part of This this question are  already solved on bartleby   I am extending that solution…

Q: A pipe network is shown below. For the determination of the magnitude and direction of flow in each…

A: Introduction- Water supply for humongous urban as well as industrial  is provided by distribution…

Q: Calculate the speed scale, time scale, flow rate, scale, flow rate or flow rates to be used in the…

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Q: 1. You want to determine the flow regime. What formula should you use?

A: 1) Introduction : The process of methodically arranging streams, rivers, or catchments into groups…

Q: A fluid was made to flow through 1.1km in a pipe with diameter of 0.24m. The rate of flow is 135 L/s…

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Q: In incompressible flow, which is normally not used in the analysis among the following variables? O…

A: Answer - (c) Density

Q: A 150mm diameter venturi meter is installed in a 300mm diameter horizontal main pipe as shown.…

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Q: Question 4 a. The data below are obtained from a Reynolds Number test: Water temperature at the…

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Q: A water piping network is shown in Figure 2. Water is drawn off at certain nodes as indicated. Take…

A: Data given Diameter of all pipes Length of each pipe Flow in and out from each node Initial assumed…

Q: The table below show data collected from flow rate measurement experiment that was carried out using…

A: We will divide volume by time to calculate discharge.

Q: The figure below shows an inclined well-type manometer in which the distance L indicates the…

A: Hydrostatic pressure is always due to vertical height.

Open Channel Flow

Open channel flow is a branch of fluid mechanics. It deals with the flow of fluid in an open conduit or free surface. In an open channel flow, gravity induces the flow of water whose surface is open to the air. This flow is free-falling rather than confined in rigid body conduits. The open channel flow depends upon two parameters that are the cross-section of the conduit and the velocity profile. Practical examples of open channel flow are streams, rivers, canals, and other drainage systems.In open channel flow, the cross-sectional area of at least one of the sides is exposed to air, and the surface of water faces atmospheric pressure. This flow is also known as free gravity flow. The cross-sectional area of the conduit can be either man-made or a natural channel. For instance, the flow in rivers and streams are natural conduits, and the flow in a canal and sanitary systems are man-made or engineered channels.