Compare the cost of pumping a fluid "A" between two points at the same volumetric rate in 10 cm and 15 cm diameter pipes having the same absolute roughness magnitude of 0.2 mm. The flow can be assumed to be in fully developed rough- turbulent regime. [Assume the pipes to be horizontal]

Q: local losses at points A, B, C, and D for pipes in series shown in Figure 1. Assun fully turbulent…

A: According to given data .

Q: A fluid with unit weight of 6.67 kN/m² flows, from a 0.3 m diameter pipe inside of which the…

A: The unit weight is γ=6.67 kN/m3. The pressures are P1=300 kPa, and P2=120 kPa. Apply the continuity…

Q: Problem #1 (Pipes Iterative Analysis): Water at 70°F flows through 100 feet of pipe 10 inches in…

A: Given, T=70°F Length of the pipe L= 100 feet D= 8 inches =0.67 m ε=0.00085 ft Head loss in pipe…

Q: Reservoir A Pipe 2 Pipe 1 10 m Reservoir B

A:

Q: 9.24. Solve problem 9.13 assuming turbulent flow and a smooth pipe with fluid density 1 000 kg/m3…

A: A laminar flow- Discharge Q=0.007 m3/s, 75 mm pipeline  Shearing stress at the pipe wall = 47.9 Pa…

Q: While conducting using a triangular notch, an error of +2% in head over the notch is observed. The…

A: Given data: During conducting the flow measurement using a triangular notch, An error of +2% in head…

Q: 5. A finite difference flow model well. Is the model-predicted head likely to be higher or lower…

A: To determine flow rates, flow direction, and hydraulic heads through an aquifer, the finite…

Q: A channel of width 450 mm branches into two sub-channels having width 300 mm and 200 mm as shown in…

A:

Q: A fluid of dynamic viscosity 2×10^-5 kg/ms and density 1 kg/ m² flows with an average uvelocity of 1…

A:

Q: A liquid flows through a venturi meter whose inlet diameter is 31 inches and throat diameter is 19…

A:

Q: ble 12.2: r turbulent flow in pipes (sr

A: solution of above problem is below:

Q: Water flows at a steady velocity through a horizontal pipe with a changeable diameter. The water…

A: Given data- A horizontal pipe with a changeable diameter- At point A- water velocity V1=2 m/s,…

Q: The pipe diameter is 800mm. The ultrasonic measurements recorded are: • Pipe centerline velocity =…

A:

Q: 2: A mechanically cleaned fine bar rack screen in a wastewater treatment plant has been designed to…

A: The given data is: Q=1 m3/s Height of chamber, h=1.2 m Width of chamber, b=1 m Depth of flow, d=1 m…

Q: Consider steady frictionless flow over a bump of height ∆z in a horizontal channel of constant width…

A: Consider a horizontal friction less rectangular channel of width 'b' carrying discharge Q at depth…

Q: 5. When the hydraulic jump is in a moving form it is called a) Negative surge b) Positive surge c)…

A:

Q: Three piezometers have been installed in the onfined aquifer having a uniform thickness of .6 m. and…

A: B=4.6m

Q: I needed help with part b

A:

Q: A flow test was conducted on an old existing pipeline to determine the coefficient C for the Hazen…

A: C = 63.84Explanation:

Q: Complete solution please. 3DECIMALS thank you Determine the head loss in feet in PIPE 1 Determine…

A:

Q: 4. An oil with kinematic viscosity 0.004ft²/sec weighs 62 Ib/ft². Determine its flow rate and head…

A: Diameter of pipe=3 inch =3/12=0.25 ft

Q: A 250 waste water pipe is installed on a slope of 0.010 mm/mm and has a roughness n = 0.013.…

A: Hence Velocity (V) = 1.222 m/s Depth of flow = y= 0.125 mExplanation: Step 2: Step 3: Step 4:

Q: An oil of viscosity 0.01 Ns/m² is flowing between two stationary parallel plates 2 m wide maintained…

A: Certainly, here are the given data from your question:1. Viscosity () = 0.01 Ns/m2. Distance between…

Q: Problem : Water having kinematic viscosity v = 1.3 x 10-5 m²/s flows in a 100-mm diameter pipe at a…

A: We will find reynolds no.

Q: The rectangular channel is 2 m wide, and the depth of the water is y₁ = 1.6 m as it flows with an…

A:

Q: Q2 Figure Q2 shows a cross section of a river at Sg. Melaka treatment plant. Using data in Table Q2,…

A: Solution by Velocity-Area method by Mean-Depth

Q: Water flows at a steady velocity through a horizontal pipe with a changeable diameter. The water…

A:

Q: For the laminar flow of an oil having dynamic viscosity, μ = 2Pa in a 0.5 m diameter pipe, the…

A: Given data- Laminar flow- Dynamic viscosity of oil- μ= 2 Pa, Diameter of the pipe D=0.5 m, Parabolic…

Q: Q1. An oil flows through 50.0 m of cast iron pipe having a diameter of 0.25 m. If the volumetric…

A: Length of pipe = 50 mdiameter = 0.25 mVolumetric flow = 0.4 m3/secKinematic viscosity = 0.1210-2…

Q: A horizontal pipe gradually reduces its diameter from 300 mm at point A to 100 mm at point B. The…

A: dia at A(DA)= 300mm=0.3marea at A(AA)=dia at A(DB)= 100mm=0.1marea at B(AB)=pressure at A(PA)= 100…

Q: A 40 cm diameter pipe is carrying discharge in turbulent regime. The pipe's interior surface…

A:

Q: A fluid with unit weight of 6.67 kN/m' flows, from a 0.3 m diameter pipe inside of which the…

A: The given data is: Unit weight of fluid=6.67 kN/m3 inside diameter pressure=300 kPa outside diameter…

Q: SITUATION 4. AN OIL WITH SG = 0.86 FLOWS THROUGH A PIPE 30in. IN DIAMETER AT 700gpm 5. Determine the…

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Q: In tubing outflow performance, as the water cut increased the resultant flow rate increased. true or…

A: Answer------ FALSE

Q: Q2) The velocity distribution for turbulent flow in pipes can be represented by the following…

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Q: ngure (a) What are the boundaries to this flow field? Label each of the four boundaries, noting the…

A: Uplift pressure is also called hydrostatic uplift and in general, is an upward pressure applied to a…

Q: An oil of viscosity 0.02 Ns/m² is flowing between two stationary parallel plates 1 m wide maintained…

A:

Q: A pipeline of uniformly varying cross-section carries oil of specific gravity 0.87. The diameter of…

A: Given data : Specific gravity = 0.87  Diameter of pipe = 200 mm at end A  Diameter of pipe = 500 mm…

Q: Water flows at a steady velocity through a horizontal pipe with a changeable diameter. The water…

A: Given data:P1= 2.5 KPaP2= 1.5 KPaV1= 2 m/sV2= ?

Storm Sewers and Detention

The storm drains system transports rainwater or stormwater and other runoff from roads, parking lots, and roof downpipes directly to nearby creeks, rivers, or the sea without any treatment.