A sharp-edged orifice having a diameter of 0.0285 m is installed in a 0.25-m pipe through which a liquid having a density of 1050 kg/m3 and a viscosity of 1.5 cp is flowing. The measured pressure difference across the orifice is 120 kN/m2. Calculate the volumetric flow rate in li/s. Assume that Co = 0.61

Q: Problem 3 The figure presents the portion of the pipe network through which a fluid with a specific…

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Q: Solve the following problem. Show necessary illustrations. A vat is filled with oil with a specific…

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Q: me discharge (Q)through a horizontal pipe is depend upon the pressure drop per unit length the…

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Q: 4) In the system below, pipe A has a diameter of 6", a length of 1500 ft and a friction factor of…

A: Given Parallel pipesVelocity in pipe B 5 ft/sLengths of A and B = 1500 and 1000 ftDiameter of A and…

Q: Problem 2 The containers A and B, shown on the figure, are filled HO with water, with density Pwater…

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Q: A = 1.94.hmax = 0.559.R = 206 1. Filling the tank (30%) a) If the tap on the output pipe is closed…

A: A = 1.94hmax = 0.559R = 206FINDa) If the tap on the output pipe is closed (i.e. R = ∞) determine how…

Q: The diameter of a horizontal tube is 4 in., in which tetrabromoethane (SG = 3.0) is flowing at the…

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Q: Calculate the shear stress for the illustrated flow to 2 significant figures(dyn/cm2 ; do not use…

A: Given Data: Velocity Vo=7 cm/s. Velocity V=0. Distance d=30 mm. Viscosity of liquid is μ=2…

Q: PROBLEM 01: Given the figure below, (a) determine the value of h in the siphon shown if velocity at…

A: step 1-

Q: . For the tank shown in figure below, determine the depth of the oil h if the reading of the bottom…

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Q: Q2. Oil with an absolute viscosity of 0.125 N.s/m² and a density of 890 kg/m' is flowing in a 16.5…

A: Given data  Dynamic viscosity  Density  Diameter  Discharge.  We will first find is it a laminar or…

Q: Brine (SG = 1.1, viscosity = 1.1cP) is pumped at a rate of 45 ft^3/min (ID = 2.5in) from large open…

A: Given, Q = 45 ft3/min or 0.75 cfs D = 2.5 in or 0.208 ft

Q: Flow rate of a fluid (density = 1000 kg/m³) in a small diameter tube is 800 mm³/s. The length and…

A: Given:Density of the fluidρ=1000 Kg/m3DischargeQ=800 m3/sQ=800×10-9 m3/sLength of the tube(L)=2…

Q: The diameter of a pipe carrying oil (s=0.92) changes gradually from 400 mm at A to 600 mm at B.…

A: To Determine (a) The direction of flow; (b) the frictional loss between the two points.

Q: 5. A calibration test of a 20 mm circular sharp-edged orifice in the end of a 50 mm pipe showed a…

A: The diameter of the orifice = 20 mmThe diameter of the pipe = 50 mmThe discharge in the pipe = 0.85…

Q: A pipe with a radius of R=0.6m flows partially full as shown. What is the approximate hydraulic…

A: Radius of pipe=R=0.6mhydraulic radius=?

Q: Problem 5 Gasoline having a specific gravity of 0.8 is flowing in the pipe shown at a rate of 5…

A: Given that,Area at section 1 = 0.8 ft^2Area at section 2 = 0.2 ft^2Flow rate Q = 5 ft^3/sHead loss =…

Q: Orifice meter with orifis cross-section 0.00785 m2 is inserted in a pipe of cross-section 0.0314 m2.…

A: Given: Orifice cross-section, A1 = 0.00785 m2 Pipe cross-section, A2 = 0.0314 m2 Upstream pressure…

Q: A liquid of specific weight 58 lb/ft3 flows by gravity through a 1-ft tank and a 1-ft capillary tube…

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Q: An illegal connection was detected along a water 400 mm water supply line made with cast iron pipe…

A: Given, D=400 mm n=0.012 ν=10-6

Q: Consider an oil flow of 14 m³/h in a long, straight and smooth pipe with diameter of 4 cm. What is…

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Q: Oil is flowing at the rate of 0.015 m/s in the system shown below. Considering all pipe friction and…

A: Bernoulli's principle According to Bernoulli, the net mechanical energy in a steady and compressible…

Q: The barometer reading is 761 mm Hg, what is the absolute pressure in 1) KN/m2 2) Bar 3) mm Hg 4)…

A: a.) surface tension Surface tension could be defined as the property of the surface of a liquid…

Q: A 30 cm by 15 cm venturi meter is mounted on a vertical pipe with the flow upward. 126 L/s of oil…

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

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Q: 03. Find the pressure difference between A and Oil RD = 0.8 Water 0.4m 0.2m 0.3m Water 0.4m 0.4m (a)…

A: Note :- as diagram can be read from the question itself so not drawing in answer as no changes is…

Q: Consider the system shown in the figure. If a change of P kPa in the pressure of air causes the…

A: Given  P= 35 kPa d= 7mm   To find The ratio of A2/A1

Q: Ex Oil flows steadily in a vertical pipe. Pressure at z=100m is 200 kPa, and at z=85m it is 250 kPa.…

A: p100 = Pressure at 100 m elevation = 200 kPap85 = Pressure at 85 m elevation = 250 kPaz100 = 100…

Q: 2.40 Two pipes are connected by a manometer as shown in Fig. P2.40, Determine the pressure…

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Q: Patm Assignment 2: Determine the pressure at the base of the tank shown in figure below. Oil. (0.8)…

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Q: Determine the elevation difference, Ah, between the water levels in the two open tanks shown in the…

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Q: A 6cm diameter horizontal water pipe expands to a 10cm diameter pipe. The average velocity and…

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Q: An orifice in the side of a vertical tank discharges oil (sp. gr. = 0.82) under a head of 4.0 m. and…

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Q: A viscous oil with a specific gravity SG = 0.85 and a viscosity of 0.10 Pa s flows from tank A to…

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Q: In a vertical pipe conveying oil of specific gravity 0.8, two pressure gauges have been installed at…

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Q: Figure shows below a Fluid 1 (SG = 0.88) and fluid 2 (SG = 2.93). If Pa = 98 kPa, determine the…

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Field applications of hydraulic conductivity

Hydraulic conductivity is one of the hydraulic properties of soil defined as a measurement of the ability of a porous medium to permit water movement or fluid flow through it. It is denoted by the letter K. It is influenced by the density and viscosity of the fluid. It is also called permeability. Hydraulic conductivity is defined as the ratio of velocity to the hydraulic gradient. The different methods used to determine the hydraulic conductivity are laboratory methods (constant head permeability tests and falling head tests), in-situ field methods (pumping in and pumping out tests), small scale field tests (infiltration tests and slug tests), and indirect methods such as estimation from grain size, consolidation test data, and horizontal capillary test. The pedotransfer function (PTF) method is a specific empirical estimating approach employed in the soil sciences is also used to determine the hydraulic conductivity of the soil.