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FLUID:010117Three-fluid manometer: pA-pB=26487 Pa=26.487 kPa; if pB=101.325 kPa abs then pA=127.812 kPa

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Fluid Hydrostatic Column WalkFluid Gage TO Absolute Conversion

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Fluid properties and hydrostaticsFluid Mechanics · Mixed review

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FLUID:010118Box barge GM=7/60>0; neutral KG=11/12 m; 5deg righting moment 6867 sin5≈598.50 N m

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Fluid Metacentric Height AssemblyFluid Small Angle Righting Moment

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Fluid properties and hydrostaticsFluid Mechanics · Mixed review

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FLUID:010219psi=a(x^2 y-y^3/3) is incompressible and irrotational; at (2,1) the speed is 5 and the signed psi difference is 11/3

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Fluid Stream Function VelocityFluid Potential And Signed Flux

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Flow kinematics and material derivativesFluid Mechanics · Mixed review

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FLUID:010220Rankine half-body U=2, m=4pi: stagnation at (-1,0); dividing psi=2pi; downstream halfwidth pi

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Fluid Rankine Stagnation LocationFluid Dividing Streamline Width

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Flow kinematics and material derivativesFluid Mechanics · Mixed review

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FLUID:010321Stationary vane: vane-on-fluid (-50,50sqrt3) N; fluid-on-vane (50,-50sqrt3) N of magnitude 100 N at -60 deg

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Fluid Steady Momentum BalanceFluid Action Reaction ON Vane

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Integral mass, momentum, and energy balancesFluid Mechanics · Mixed review

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FLUID:010322The fluid force on the reducing elbow is (4500,-1000) N, of magnitude 500sqrt85 N at 12.53 deg below +x

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Fluid Reducing Elbow Momentum FluxFluid Reducing Elbow Wall Reaction

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Integral mass, momentum, and energy balancesFluid Mechanics · Mixed review

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FLUID:010323Rotor-on-fluid torque is -105 N m; the extracted shaft power is 10.5 kW

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Fluid Rotor Signed Angular Momentum FluxFluid Rotor Shaft Power Reversal

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Integral mass, momentum, and energy balancesFluid Mechanics · Mixed review

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FLUID:010424Free-vortex pressure rises 1500 Pa from r=1 m to r=2 m; circulation is 4pi and vorticity vanishes for r>0

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Fluid Free Vortex Radial EulerFluid Free Vortex Circulation Vorticity

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Differential conservation laws and Navier-Stokes structureFluid Mechanics · Mixed review

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FLUID:010425Stokes wall traction magnitude is mu U/sqrt(pi nu t); u/U=0.1 at y=2.32617 sqrt(nu t)

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Fluid Stokes Erfc Wall ShearFluid Stokes Momentum Traction Match

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Differential conservation laws and Navier-Stokes structureFluid Mechanics · Mixed review

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FLUID:010526Droplet frequency is sqrt(sigma/(rho D^3)) F(Oh); halving D multiplies f by 2sqrt2

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Fluid Droplet Two PI GroupsFluid Droplet Inviscid Frequency Scaling

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Dimensional analysis and similitudeFluid Mechanics · Mixed review

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FLUID:010527Similar pumps at N2/N1=3/2 and D2/D1=4/5 have Q2/Q1=96/125, H2/H1=36/25, P2/P1=3456/3125

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Fluid Pump Dimensionless CoefficientsFluid Pump Affinity Ratio Conversion

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Dimensional analysis and similitudeFluid Mechanics · Mixed review

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FLUID:010528A 1 mm wetting tube rises 0.0293578 m with Bo=0.13625; doubling D halves h and quadruples Bo

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Fluid Capillary Jurin RiseFluid Bond Number Diameter Scaling

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Dimensional analysis and similitudeFluid Mechanics · Mixed review

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FLUID:010629The 1 mm, 30 deg film has q'=1.635e-5 m^2/s, Ubar=0.01635 m/s, us=0.024525 m/s, tauw=4.905 Pa

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Fluid Falling Film Exact IntegrationFluid Falling Film Bulk And Wall

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Internal flow, boundary layers, and dragFluid Mechanics · Mixed review

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FLUID:010630The quadratic profile has delta*=delta/3, theta=2 delta/15, H=5/2, and Cf=4/sqrt(30 Re_x)

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Fluid Quadratic Profile ThicknessesFluid Von Karman Quadratic Closure

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Internal flow, boundary layers, and dragFluid Mechanics · Mixed review

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FLUID:010631The 1 mm sphere settles at 8.175e-4 m/s with Re=8.175e-4 and reaches 95 percent in 4.1607e-4 s

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Fluid Stokes Terminal VelocityFluid Stokes Exponential Transient

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Internal flow, boundary layers, and dragFluid Mechanics · Mixed review

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Properties HydrostaticsFluid Mechanics Problem Solving

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Fluid properties and hydrostaticsFluid Mechanics · Calculation

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Properties HydrostaticsFluid Mechanics Problem Solving

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Fluid properties and hydrostaticsFluid Mechanics · Calculation

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Properties HydrostaticsFluid Mechanics Problem Solving

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Fluid properties and hydrostaticsFluid Mechanics · Calculation

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Properties HydrostaticsFluid Mechanics Problem Solving

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Fluid properties and hydrostaticsFluid Mechanics · Calculation

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Properties HydrostaticsFluid Mechanics Problem Solving

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Fluid properties and hydrostaticsFluid Mechanics · Calculation

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Properties HydrostaticsFluid Mechanics Problem Solving

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Fluid properties and hydrostaticsFluid Mechanics · Calculation

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Properties HydrostaticsFluid Mechanics Problem Solving

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Fluid properties and hydrostaticsFluid Mechanics · Calculation

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Properties HydrostaticsFluid Mechanics Problem Solving

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Fluid properties and hydrostaticsFluid Mechanics · Calculation

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Properties HydrostaticsFluid Mechanics Problem Solving

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Fluid properties and hydrostaticsFluid Mechanics · Calculation

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Properties HydrostaticsFluid Mechanics Problem Solving

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Fluid properties and hydrostaticsFluid Mechanics · Calculation

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FLUID:9905011An inclined-tube manometer with a 12.0° slope uses Meriam red oil (SG = 0.827) to measure air pressure in a duct.

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Properties HydrostaticsFluid Mechanics Problem Solving

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Fluid properties and hydrostaticsFluid Mechanics · Calculation

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FLUID:9905012An inverted U-tube manometer containing air in the upper bend is used between two pipes carrying water.

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Properties HydrostaticsFluid Mechanics Problem Solving

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Fluid properties and hydrostaticsFluid Mechanics · Calculation

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FLUID:9905013A 3.50 m tall closed tank is completely filled with carbon tetrachloride (SG = 1.59).

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Properties HydrostaticsFluid Mechanics Problem Solving

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Fluid properties and hydrostaticsFluid Mechanics · Calculation

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FLUID:9905014Standard sea-level air may be treated as an incompressible fluid with ρ = 1.225 kg/m³ over a short height.

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Properties HydrostaticsFluid Mechanics Problem Solving

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Fluid properties and hydrostaticsFluid Mechanics · Calculation

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FLUID:9905015A vertical rectangular gate 1.60 m wide and 2.40 m high is set in the wall of an open reservoir.

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Properties HydrostaticsFluid Mechanics Problem Solving

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Fluid properties and hydrostaticsFluid Mechanics · Calculation

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FLUID:9905016A 0.90 m by 1.50 m rectangular gate is hinged along its upper 0.90 m edge and is inclined at 50° to the horizontal,…

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Properties HydrostaticsFluid Mechanics Problem Solving

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Fluid properties and hydrostaticsFluid Mechanics · Calculation

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FLUID:9905017A circular inspection port 0.80 m in diameter is installed in the vertical wall of a tank of oil (SG = 0.88).

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Properties HydrostaticsFluid Mechanics Problem Solving

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Fluid properties and hydrostaticsFluid Mechanics · Calculation

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FLUID:9905018An isosceles triangular gate, base 1.20 m and height 1.80 m, is mounted in a vertical dam face with the base along…

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Properties HydrostaticsFluid Mechanics Problem Solving

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Fluid properties and hydrostaticsFluid Mechanics · Calculation

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FLUID:9905019A 2.00 m square gate is set in a vertical wall.

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Properties HydrostaticsFluid Mechanics Problem Solving

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Fluid properties and hydrostaticsFluid Mechanics · Calculation

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FLUID:9905020The vertical face of a lock gate is 4.00 m wide.

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Properties HydrostaticsFluid Mechanics Problem Solving

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Fluid properties and hydrostaticsFluid Mechanics · Calculation

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FLUID:9905021A closed cubical tank of side 1.40 m contains 0.95 m of glycerin (SG = 1.26) with pressurized air above it.

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Properties HydrostaticsFluid Mechanics Problem Solving

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Fluid properties and hydrostaticsFluid Mechanics · Calculation

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FLUID:9905022A hydraulic jack has a 12.0 mm diameter ram and a 95.0 mm diameter piston.

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Properties HydrostaticsFluid Mechanics Problem Solving

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Fluid properties and hydrostaticsFluid Mechanics · Calculation

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FLUID:9905023A solid aluminum cylinder (SG = 2.70) 80 mm in diameter and 200 mm long hangs from a thread and is fully immersed i…

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Properties HydrostaticsFluid Mechanics Problem Solving

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Fluid properties and hydrostaticsFluid Mechanics · Calculation

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FLUID:9905024A wooden cube 0.45 m on a side, specific gravity 0.62, floats in seawater (SG = 1.025).

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Properties HydrostaticsFluid Mechanics Problem Solving

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Fluid properties and hydrostaticsFluid Mechanics · Calculation

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FLUID:9905025A 40.0 L blending tank contains 18.0 kg of water, 12.5 kg of ethanol (ρ = 789 kg/m³), and the remainder glycerin (ρ…

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Properties HydrostaticsFluid Mechanics Problem Solving

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Fluid properties and hydrostaticsFluid Mechanics · Calculation

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FLUID:9905026A mercury–glass capillary (contact angle = 140°, σ = 0.484 N/m, ρ = 13 550 kg/m³) has an inside diameter of 0.90 mm.

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Properties HydrostaticsFluid Mechanics Problem Solving

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Fluid properties and hydrostaticsFluid Mechanics · Calculation

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FLUID:9905027A three-fluid manometer connects a nitrogen line to a water line.

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Properties HydrostaticsFluid Mechanics Problem Solving

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Fluid properties and hydrostaticsFluid Mechanics · Calculation

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FLUID:9905028An open tank has a plane wall inclined at 35° to the horizontal.

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Properties HydrostaticsFluid Mechanics Problem Solving

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Fluid properties and hydrostaticsFluid Mechanics · Calculation

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FLUID:9905029A layered settling tank, open to the atmosphere, contains 0.60 m of gasoline (SG = 0.68) over 1.10 m of water over…

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Properties HydrostaticsFluid Mechanics Problem Solving

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Fluid properties and hydrostaticsFluid Mechanics · Calculation

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FLUID:9905030A 2.4 m wide quarter-circular cylindrical gate of radius 1.6 m is set in a vertical wall so that its curved face is…

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Properties HydrostaticsFluid Mechanics Problem Solving

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Fluid properties and hydrostaticsFluid Mechanics · Calculation

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FLUID:9905031A closed cylindrical tank of diameter 3.0 m has a thin hemispherical bottom of the same diameter, convex downward.

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Properties HydrostaticsFluid Mechanics Problem Solving

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Fluid properties and hydrostaticsFluid Mechanics · Calculation

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FLUID:9905032A radial (Tainter) gate of radius 2.8 m and width 5.0 m holds freshwater on its convex side.

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Properties HydrostaticsFluid Mechanics Problem Solving

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Fluid properties and hydrostaticsFluid Mechanics · Calculation

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FLUID:9905033The upstream face of a concrete overflow section is the parabola y = 0.12 x², with x measured horizontally from the…

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Properties HydrostaticsFluid Mechanics Problem Solving

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Fluid properties and hydrostaticsFluid Mechanics · Calculation

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FLUID:9905034A rectangular timber block 0.90 m × 0.60 m × 0.40 m (height) of specific gravity 0.52 has a 12 mm steel plate (spec…

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Properties HydrostaticsFluid Mechanics Problem Solving

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Fluid properties and hydrostaticsFluid Mechanics · Calculation

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FLUID:9905035An iceberg may be modeled as a right prism of irregular plan, volume 840 m³, and specific gravity 0.917, floating i…

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Properties HydrostaticsFluid Mechanics Problem Solving

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Fluid properties and hydrostaticsFluid Mechanics · Calculation

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Problem library

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Search by course or topic.

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Topic choices for Fluid Mechanics are shortened. Search still covers every problem.

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Problem results

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FLUID:010117Three-fluid manometer: pA-pB=26487 Pa=26.487 kPa; if pB=101.325 kPa abs then pA=127.812 kPa

View access options

Fluid Hydrostatic Column WalkFluid Gage TO Absolute Conversion

PrivateLabels unavailable

Private saving unavailable

Fluid properties and hydrostaticsFluid Mechanics · Mixed review

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FLUID:010118Box barge GM=7/60>0; neutral KG=11/12 m; 5deg righting moment 6867 sin5≈598.50 N m

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Fluid Metacentric Height AssemblyFluid Small Angle Righting Moment

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Private saving unavailable

Fluid properties and hydrostaticsFluid Mechanics · Mixed review

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FLUID:010219psi=a(x^2 y-y^3/3) is incompressible and irrotational; at (2,1) the speed is 5 and the signed psi difference is 11/3

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Fluid Stream Function VelocityFluid Potential And Signed Flux

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Flow kinematics and material derivativesFluid Mechanics · Mixed review

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FLUID:010220Rankine half-body U=2, m=4pi: stagnation at (-1,0); dividing psi=2pi; downstream halfwidth pi

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Fluid Rankine Stagnation LocationFluid Dividing Streamline Width

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Flow kinematics and material derivativesFluid Mechanics · Mixed review

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FLUID:010321Stationary vane: vane-on-fluid (-50,50sqrt3) N; fluid-on-vane (50,-50sqrt3) N of magnitude 100 N at -60 deg

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Fluid Steady Momentum BalanceFluid Action Reaction ON Vane

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Integral mass, momentum, and energy balancesFluid Mechanics · Mixed review

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FLUID:010322The fluid force on the reducing elbow is (4500,-1000) N, of magnitude 500sqrt85 N at 12.53 deg below +x

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Fluid Reducing Elbow Momentum FluxFluid Reducing Elbow Wall Reaction

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Integral mass, momentum, and energy balancesFluid Mechanics · Mixed review

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FLUID:010323Rotor-on-fluid torque is -105 N m; the extracted shaft power is 10.5 kW

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Fluid Rotor Signed Angular Momentum FluxFluid Rotor Shaft Power Reversal

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Integral mass, momentum, and energy balancesFluid Mechanics · Mixed review

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FLUID:010424Free-vortex pressure rises 1500 Pa from r=1 m to r=2 m; circulation is 4pi and vorticity vanishes for r>0

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Fluid Free Vortex Radial EulerFluid Free Vortex Circulation Vorticity

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Differential conservation laws and Navier-Stokes structureFluid Mechanics · Mixed review

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FLUID:010425Stokes wall traction magnitude is mu U/sqrt(pi nu t); u/U=0.1 at y=2.32617 sqrt(nu t)

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Fluid Stokes Erfc Wall ShearFluid Stokes Momentum Traction Match

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Differential conservation laws and Navier-Stokes structureFluid Mechanics · Mixed review

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FLUID:010526Droplet frequency is sqrt(sigma/(rho D^3)) F(Oh); halving D multiplies f by 2sqrt2

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Fluid Droplet Two PI GroupsFluid Droplet Inviscid Frequency Scaling

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Dimensional analysis and similitudeFluid Mechanics · Mixed review

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FLUID:010527Similar pumps at N2/N1=3/2 and D2/D1=4/5 have Q2/Q1=96/125, H2/H1=36/25, P2/P1=3456/3125

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Fluid Pump Dimensionless CoefficientsFluid Pump Affinity Ratio Conversion

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Dimensional analysis and similitudeFluid Mechanics · Mixed review

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FLUID:010528A 1 mm wetting tube rises 0.0293578 m with Bo=0.13625; doubling D halves h and quadruples Bo

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Fluid Capillary Jurin RiseFluid Bond Number Diameter Scaling

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Dimensional analysis and similitudeFluid Mechanics · Mixed review

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FLUID:010629The 1 mm, 30 deg film has q'=1.635e-5 m^2/s, Ubar=0.01635 m/s, us=0.024525 m/s, tauw=4.905 Pa

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Fluid Falling Film Exact IntegrationFluid Falling Film Bulk And Wall

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Internal flow, boundary layers, and dragFluid Mechanics · Mixed review

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FLUID:010630The quadratic profile has delta*=delta/3, theta=2 delta/15, H=5/2, and Cf=4/sqrt(30 Re_x)

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Fluid Quadratic Profile ThicknessesFluid Von Karman Quadratic Closure

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Internal flow, boundary layers, and dragFluid Mechanics · Mixed review

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FLUID:010631The 1 mm sphere settles at 8.175e-4 m/s with Re=8.175e-4 and reaches 95 percent in 4.1607e-4 s

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Fluid Stokes Terminal VelocityFluid Stokes Exponential Transient

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Internal flow, boundary layers, and dragFluid Mechanics · Mixed review

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Properties HydrostaticsFluid Mechanics Problem Solving

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Fluid properties and hydrostaticsFluid Mechanics · Calculation

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Properties HydrostaticsFluid Mechanics Problem Solving

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Fluid properties and hydrostaticsFluid Mechanics · Calculation

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Properties HydrostaticsFluid Mechanics Problem Solving

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Fluid properties and hydrostaticsFluid Mechanics · Calculation

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Properties HydrostaticsFluid Mechanics Problem Solving

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Fluid properties and hydrostaticsFluid Mechanics · Calculation

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Properties HydrostaticsFluid Mechanics Problem Solving

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Fluid properties and hydrostaticsFluid Mechanics · Calculation

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Properties HydrostaticsFluid Mechanics Problem Solving

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Fluid properties and hydrostaticsFluid Mechanics · Calculation

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Properties HydrostaticsFluid Mechanics Problem Solving

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Fluid properties and hydrostaticsFluid Mechanics · Calculation

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Properties HydrostaticsFluid Mechanics Problem Solving

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Fluid properties and hydrostaticsFluid Mechanics · Calculation

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Properties HydrostaticsFluid Mechanics Problem Solving

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Fluid properties and hydrostaticsFluid Mechanics · Calculation

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Properties HydrostaticsFluid Mechanics Problem Solving

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Fluid properties and hydrostaticsFluid Mechanics · Calculation

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FLUID:9905011An inclined-tube manometer with a 12.0° slope uses Meriam red oil (SG = 0.827) to measure air pressure in a duct.

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Properties HydrostaticsFluid Mechanics Problem Solving

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Fluid properties and hydrostaticsFluid Mechanics · Calculation

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FLUID:9905012An inverted U-tube manometer containing air in the upper bend is used between two pipes carrying water.

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Properties HydrostaticsFluid Mechanics Problem Solving

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Fluid properties and hydrostaticsFluid Mechanics · Calculation

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FLUID:9905013A 3.50 m tall closed tank is completely filled with carbon tetrachloride (SG = 1.59).

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Properties HydrostaticsFluid Mechanics Problem Solving

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Fluid properties and hydrostaticsFluid Mechanics · Calculation

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FLUID:9905014Standard sea-level air may be treated as an incompressible fluid with ρ = 1.225 kg/m³ over a short height.

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Properties HydrostaticsFluid Mechanics Problem Solving

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Fluid properties and hydrostaticsFluid Mechanics · Calculation

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FLUID:9905015A vertical rectangular gate 1.60 m wide and 2.40 m high is set in the wall of an open reservoir.

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Properties HydrostaticsFluid Mechanics Problem Solving

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Fluid properties and hydrostaticsFluid Mechanics · Calculation

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FLUID:9905016A 0.90 m by 1.50 m rectangular gate is hinged along its upper 0.90 m edge and is inclined at 50° to the horizontal,…

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Properties HydrostaticsFluid Mechanics Problem Solving

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Fluid properties and hydrostaticsFluid Mechanics · Calculation

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FLUID:9905017A circular inspection port 0.80 m in diameter is installed in the vertical wall of a tank of oil (SG = 0.88).

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Properties HydrostaticsFluid Mechanics Problem Solving

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Fluid properties and hydrostaticsFluid Mechanics · Calculation

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FLUID:9905018An isosceles triangular gate, base 1.20 m and height 1.80 m, is mounted in a vertical dam face with the base along…

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Properties HydrostaticsFluid Mechanics Problem Solving

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Fluid properties and hydrostaticsFluid Mechanics · Calculation

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FLUID:9905019A 2.00 m square gate is set in a vertical wall.

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Properties HydrostaticsFluid Mechanics Problem Solving

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Fluid properties and hydrostaticsFluid Mechanics · Calculation

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FLUID:9905020The vertical face of a lock gate is 4.00 m wide.

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Properties HydrostaticsFluid Mechanics Problem Solving

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Fluid properties and hydrostaticsFluid Mechanics · Calculation

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FLUID:9905021A closed cubical tank of side 1.40 m contains 0.95 m of glycerin (SG = 1.26) with pressurized air above it.

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Properties HydrostaticsFluid Mechanics Problem Solving

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Fluid properties and hydrostaticsFluid Mechanics · Calculation

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FLUID:9905022A hydraulic jack has a 12.0 mm diameter ram and a 95.0 mm diameter piston.

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Properties HydrostaticsFluid Mechanics Problem Solving

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Fluid properties and hydrostaticsFluid Mechanics · Calculation

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FLUID:9905023A solid aluminum cylinder (SG = 2.70) 80 mm in diameter and 200 mm long hangs from a thread and is fully immersed i…

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Properties HydrostaticsFluid Mechanics Problem Solving

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Fluid properties and hydrostaticsFluid Mechanics · Calculation

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FLUID:9905024A wooden cube 0.45 m on a side, specific gravity 0.62, floats in seawater (SG = 1.025).

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Properties HydrostaticsFluid Mechanics Problem Solving

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Fluid properties and hydrostaticsFluid Mechanics · Calculation

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FLUID:9905025A 40.0 L blending tank contains 18.0 kg of water, 12.5 kg of ethanol (ρ = 789 kg/m³), and the remainder glycerin (ρ…

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Properties HydrostaticsFluid Mechanics Problem Solving

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Fluid properties and hydrostaticsFluid Mechanics · Calculation

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FLUID:9905026A mercury–glass capillary (contact angle = 140°, σ = 0.484 N/m, ρ = 13 550 kg/m³) has an inside diameter of 0.90 mm.

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Properties HydrostaticsFluid Mechanics Problem Solving

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Fluid properties and hydrostaticsFluid Mechanics · Calculation

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FLUID:9905027A three-fluid manometer connects a nitrogen line to a water line.

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Properties HydrostaticsFluid Mechanics Problem Solving

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Fluid properties and hydrostaticsFluid Mechanics · Calculation

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FLUID:9905028An open tank has a plane wall inclined at 35° to the horizontal.

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Properties HydrostaticsFluid Mechanics Problem Solving

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Fluid properties and hydrostaticsFluid Mechanics · Calculation

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FLUID:9905029A layered settling tank, open to the atmosphere, contains 0.60 m of gasoline (SG = 0.68) over 1.10 m of water over…

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Properties HydrostaticsFluid Mechanics Problem Solving

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Fluid properties and hydrostaticsFluid Mechanics · Calculation

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FLUID:9905030A 2.4 m wide quarter-circular cylindrical gate of radius 1.6 m is set in a vertical wall so that its curved face is…

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Properties HydrostaticsFluid Mechanics Problem Solving

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Fluid properties and hydrostaticsFluid Mechanics · Calculation

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FLUID:9905031A closed cylindrical tank of diameter 3.0 m has a thin hemispherical bottom of the same diameter, convex downward.

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Properties HydrostaticsFluid Mechanics Problem Solving

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Fluid properties and hydrostaticsFluid Mechanics · Calculation

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FLUID:9905032A radial (Tainter) gate of radius 2.8 m and width 5.0 m holds freshwater on its convex side.

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Properties HydrostaticsFluid Mechanics Problem Solving

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Fluid properties and hydrostaticsFluid Mechanics · Calculation

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FLUID:9905033The upstream face of a concrete overflow section is the parabola y = 0.12 x², with x measured horizontally from the…

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Properties HydrostaticsFluid Mechanics Problem Solving

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Fluid properties and hydrostaticsFluid Mechanics · Calculation

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FLUID:9905034A rectangular timber block 0.90 m × 0.60 m × 0.40 m (height) of specific gravity 0.52 has a 12 mm steel plate (spec…

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Properties HydrostaticsFluid Mechanics Problem Solving

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Fluid properties and hydrostaticsFluid Mechanics · Calculation

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FLUID:9905035An iceberg may be modeled as a right prism of irregular plan, volume 840 m³, and specific gravity 0.917, floating i…

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Properties HydrostaticsFluid Mechanics Problem Solving

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Fluid properties and hydrostaticsFluid Mechanics · Calculation

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Problem results

FLUID:9905001A sealed laboratory flask holds 2.40 L of SAE 30 oil at 20 °C.

FLUID:9905002A 180 mm by 280 mm rectangular plate slides at 0.85 m/s over a stationary parallel plate, separated by a 0.40 mm fi…

FLUID:9905003A hydraulic fluid has a bulk modulus of 1.65 GPa.

FLUID:9905004A clean glass tube of 1.20 mm inside diameter is dipped vertically into ethanol (σ = 0.0223 N/m, ρ = 789 kg/m³, con…

FLUID:9905005Water at 60 °C (ρ = 983 kg/m³, vapor pressure = 19.92 kPa abs) flows through a pump suction line where the local ab…

FLUID:9905006A scuba tank pressure gauge reads 18.4 MPa in a dive shop where the barometer stands at 762 mm Hg.

FLUID:9905007An open cylindrical tank 2.80 m deep is filled with seawater (ρ = 1025 kg/m³) to a free-surface elevation 0.35 m be…

FLUID:9905008A closed vertical tank contains a 1.10 m layer of kerosene (SG = 0.82) floating on a 1.85 m layer of water.

FLUID:9905009A mercury barometer at a mountain observatory reads 548 mm.

FLUID:9905010A U-tube manometer connects a water pipe to the atmosphere.

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Problem results

FLUID:9905001A sealed laboratory flask holds 2.40 L of SAE 30 oil at 20 °C.

FLUID:9905002A 180 mm by 280 mm rectangular plate slides at 0.85 m/s over a stationary parallel plate, separated by a 0.40 mm fi…

FLUID:9905003A hydraulic fluid has a bulk modulus of 1.65 GPa.

FLUID:9905004A clean glass tube of 1.20 mm inside diameter is dipped vertically into ethanol (σ = 0.0223 N/m, ρ = 789 kg/m³, con…

FLUID:9905005Water at 60 °C (ρ = 983 kg/m³, vapor pressure = 19.92 kPa abs) flows through a pump suction line where the local ab…

FLUID:9905006A scuba tank pressure gauge reads 18.4 MPa in a dive shop where the barometer stands at 762 mm Hg.

FLUID:9905007An open cylindrical tank 2.80 m deep is filled with seawater (ρ = 1025 kg/m³) to a free-surface elevation 0.35 m be…

FLUID:9905008A closed vertical tank contains a 1.10 m layer of kerosene (SG = 0.82) floating on a 1.85 m layer of water.

FLUID:9905009A mercury barometer at a mountain observatory reads 548 mm.

FLUID:9905010A U-tube manometer connects a water pipe to the atmosphere.