A block of steel (s.g. = 7.85 ) will "float" at a mercury-water interface as shown in the figure. What is the height that submerged in the mercury (b)? Assume that the dimensions of the base of the block are X and L. Water Steel block 100 m b. Mercury (sg. = 13.6)
Q: A uniform block of steel (SG 5 7.85) will "float" at mercury-water interface as in the figure below.…
A: Given, SGB = 7.85 SGm = 13.56 SGw = 1
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- M1 U5: Use the general solution in determining the total hydrostatic force acting on the submerged curved surface. Please provide the complete UNITS ANALYSIS, USE OF CORRECT CONVERSION RATIOS and DIAGRAMS in your hand-written solution. INCOMPLETE/NO SOLUTION means NO CREDIT. Encode your FINAL answer in the space provided after each question. A curved surface is formed as a quarter of a circular cylinder with R = 0.75 m as shown. The surface is w 3.55 m wide. Water stands to the right of the curved surface to depth H = 0.60 m. seawater 0.60 m (SG = 1.03) %3D 0.75 m Determine the magnitude and direction of the horizontal component of the hydrostatic force (in N) acting on the gate. Indicate the direction by putting an R for right and L for left after your numerical answer. Your answerester SY 2021 ements utton Solve for the hydrostatic force per meter length acting on the radial tainter as shown in the figure. Unit Weight is 9.81 kN/cu.m. R = 5 ANGLE = 40 RADIUS ANGLE 316.156 O 122.813 79.254 212.562The cross-section of an open tank is shown below at left. BC is a cylindrical surface with radius r = 6 ft, and the tank water depth is h = 10 ft. A free body diagram (FBD) for hydrostatic analysis is shown below at right. Use this information to solve problems 12 through 15 on a per unit width (into the page) basis. FBD: A B B OThe magnitude of the horizontal force Fy is nearest 1a) 490 lb/ft width of tank (b) 1610 Ib/ft width of tank (c) 3120 Ib/ft width of tank (d) 12.5 Ib/ft width of tank (e) None of the above are close to being correct ) The center of pressure Yp is ft below the water surfa The magnitude of the vertical hydrostatic force Fy is nearest (a) 1765 Ib/ft width of tank (b) 3744 Ib/ft width of tank (c) 1980 Ib/ft width of tank (d) 10.4 Ib/ft width of tank (e) 675 Ib/ft width of tank The location of Fy left of side AB is nearest ft OST or DISTREBUTE - THANK YOU
- A vertical rectangular plane of height its top edge at the liquid surface. Solve for the total force in kN acting on one side. m and base m is submerged in a liquid with HEIGHT= 4 BASE= 1 UNIT WT = 9.91 93.24 O 79.28 0 153.12 0.342.002. AU-tube is filled first with a fluid of unknown density. Over this water is filled to depths as in figure.2.Lubricating oil of specific gravity 0.891 is filled over the water column on both limbs. The top of both limbs are open to atmosphere. Determine the density of the unknown fluid. All values are given in diagram is in millimeter (mm). Oil 100 90 Water 70 50 20 60 40 Fig.2h 4m Zd d = h - th= th ? fentroid - center of pressure. water F₁ 3h F₂ =0.86) 7 M₁ = F₁-d₁ = @h²₁ A₁) d₁ M₂= F₂ · d ₂ (J₂h²₁₂A₂) d₂ H Solve for Ha № 0.86 =431m (1) How deep should the oil be So that there is no net horizental force on the platte? H= [16 F₁ = F₂ P₁ (B⋅4m) = P₂|(B⋅H) That=rcha - H 1 (m) - 4MH). H x4m 16 = 0.86 H² (2) Are the magnitudes of the moments about "the base of the plate equal ? Why?
- A cylindrical gate with surface XY is supported by a hinge at point 1. The length of the gate perpendicular to the figure is m. Solve for the magnitude of the horizontal component in kN. Unit wt of water = 9.81 kN/cu.m. LENGTH = 6 RADIUS = 7 ANGLE = 65 RADIUS ANGLE 1 1,184.51 975.19 2,003.99 1,062.35 Next >Q 1(a) Use the below given data and calculate the metacentric height. Note: Explain each and every step. w= 200g W=2533.2g Displacement x (mm) 80 60 40 20 0 20 40 60 80 Tilt angle Ɵ (degree) 9.5 7.5 5.5 3 3 5.5 7.5 9.5 M.H (b) By using U-tube manometer how can you find out the pressure head? (c) If you are lacking of equipment, how can you determine the discharge of any channel?Answer the following. A: When the pressure of liquid is increased from 3.5 MN/m² to 6.5 MN/m² its volume is found to decrease by (0.08) percent. What is the bulk modulus of elasticity of the liquid? B: An open cylindrical tank (1.2m) in diameter and (1.8m) deep is filled with water and rotated about its central axis at (60 r.p.m). How much liquid is spill and how deep of the water at the central axis.
- The reservoir capillary pressure-saturation data of the Angsi Oil reservoir is shown graphically in Figure 1. Geophysical log interpretations and core analysis establish the OWC at 3230 ft. The following additional data are available: - Oil density = 45.7 lb/ft Water density = 66.3 lb/ft Interfacial tension = 50 dynes/cm Calculate: (a) Connate water saturation (Swc) %. (b) Depth to FWL, ft. (c) Thickness of the transition zone, ft. (d) Depth to reach 50% water saturation, ft.A trough whose cross section is a trapezoid is b = 4 m across at the bottom, a = 6 m across at the top, and 3 m deep. If the trough is filled to 1 m with water, what is the force due to water pressure on one end of the trough? с b (Hint: Using SI units, pg = 9800 N/m³.) (Use decimal notation. Give your answer to two decimal places.)A cylindrical gate with surface XY is supported by a hinge at point 1. The length of the gate perpendicular to the figure ism. Solve for the magnitude of the horizontal component in kN. Unit wt of water = 9.81 kN/cu.m. LENGTH = 6 RADIUS 8 ANGLE=53 RADIUS X ANGLE 1 O 1,062.35 O 1,201.34 O2,003.99 O 2,436.65