top P avg Side view Lake Pbottom Lake 5m Top view 6 m A 5m wide gate will be constructed in the dam. The lake is 6m deep. Atmospheric pressure at the lake surface is 101 kPa. Please find: 1) What is the (absolute) water pressure at the bottom of the gate? 2) What is the horizontal force applied on the gate from the lake water side?
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- i need the answer quicklyQ1) The inverted U-tube manometer of Fig. contains oil (SG 0.9) and water as shown. Find The pressure differential between pipes A and B. If a =1.5 m , h= 90 cm and b=2 m. Oil a m b Water2. The tank shown contains alcohol (SG=D0.78) and covered by a circular plug 1.2 m in diameter. Calculate the hydrostatic force F Am acting on the plug and its center of pressure. 8m 1.2 m 3. The gate as shown is 3 m normal to the page. It keeps the two liquids from mixing with each onough clocuro botween the oil and
- Sa) The water in a 25-m-deep reservoir is kent inside by a 150-m-wide wall whose cross section is an equilateral triangle, as shown in Fig. Q3a. Determine i. the total force (hydrostatic + atmospheric) acting on the inner surface of the wall and its line of action ii. the magnitude of the horizontal component of this force. Take Patm = 100 kPa. Momet of Inerfic of the abaut the x- axis Bese tengthoxtleyihe Cube diided by12 Inerfiz of Water Momentof 25 m 16 60 60 36 Fig. Q3aThe Tainter gate, shown in the .gure, is a circular arc ABC. It is raised and lowered by pivoting about point O. Water B R Part A: Find the net force due to pressure (horizontal and vertical components) acting on the gate. The pressure on the right side of the gate is patm. Let R = 4 m and the width of the gate be equal to R. Part B: Find the center of pressure. Show that the force acts through point O. Part D: Explain why this type of gate would close automatically under its own weight in the event of mechanical failure of whatever mechanism rotates the gate about O.2. The gage pressure of the air in the Oil tank is measured to be 65 kPa. Find SG = 0.72 the differential height (h) of the 75 cm column. Specific gravities (SG) of Air -Water the manometer fluids are given in 30 cm -Mercury SG = 13.6 h the figure. Assume that the density of water is 1000 kg/m³.
- A rectangular plane surface b = 4 m and d = 3 mlies in water such a way that its plane make an angle of 60⁰ with the free surface of water.Determine the total pressure force and position of center of pressure, when the upper edge is 2m below the surface.i need the answer quicklyA U-tube containing mercury (sg = 13.6) has itsright-hand limb open to the atmosphere and the left-handlimb connected to a pipe conveying water under pressure,the difference in the level of mercury in the two limbs being200 mm. If the mercury level in the left-hand limb is 400 mmbelow the pipe's center line, find the pipeline's absolutepressure (kPa). Also, find the new difference in levels ofmercury in the U-tube if the pressure in the pipe falls by 2kPa.
- The inverted U-tube manometer of Fig. contains oil (SG 0.9) and water as shown. Find The pressure differential between pipes A and B. If a =1.5 m , h= 90 cm and b=2 m.A plate has the shape of a circle with radius 5 m. The plate is submerged vertically in water so that thebottom of the plate is 15 m below the surface of the water. Find the hydrostatic force exerted on the platedue to the hydrostatic pressure of the water.Open tank (4 m long, 3 m height and 3 m wide) contains liquid (S-0.8) to height 1.5 m. If this tank is accelerated along its length on a horizontal truck at a constant value of 2.5 m/s², determine pressure at the bottom of the tank at front and rear edges (in kN/m?). (take y-9.8 kN/m³ for water)