From the figure below, it is shown that the gate is 1.0 m wide and is hinge at the bottom of the gate. Compute the location of the center of pressure of the gate from the hinge. Pulley 1 m | Submerged concrete 2 m block A 1.333 m 0.333 m O 1.667 m O 0.667 m
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- The isosceles triangle gate shown in the figure is hinged at A and filled with water. What is the total hydrostatic force (kN) acting on one side of the gate? asap a=1.3m b=7.68 m c=3.5mThe flow rate of water flowing out of an 80mm diameter nozzle shown in Figure 1 is60 litre/s. The volume of the water in the pipe bend is 50 litres and the pipe bend isinstalled in a vertical plane. The head loss from point 1 to 2 is 0.44m. Calculate the xand y for components of the thrust block to hold the pipe bend.Determine the location in m of the total hydrostatic force from the bottom of the gate acting on the 1m x 5m gate shown in the figure. Pressure of air = 32 kPa Fluids: fluid a (s=3.93) fluid b (s=0.23) fluid c (s=1.19) h1= 0.7 m h2= 1.6 m h3= 3.7 m Round your answer to 3 decimal places.
- Q1(a) Explain the difference between wetting fluid and non-wetting fluid (b) The 60m X 60m rectangular gate shown in Figure Q1(b) has its top edge located 3m vertically below the water surface. The gate is to be opened from its lower edge by applying a normal force by the shaft. Determine the minimum force F required to open the water gate. (Ignore Patm in all your calculations). A pump draws water from a reservoir and conveys it to another reservoir 30 m above. The sucLon pipe is 100 mm in diameter and 10 m long while the delivery pipe is 100 mm in diameter and 150 m long. if the velocity in the pipe is 3 m/s, the fricLon factor of the pipe 0.008, and the pump and motor efficiencies 85 % and 92 %, respecLvely. See Figure Q6.1. Calculate:(a) Gauge pressure at the pump's inlet (at C) (10)(b) Gauge Pressure at the pump's outlet (at D) (10)(c) input power to motor (5)Determine the location in m of the total hydrostatic force from the bottom of the gate acting on the 2m x 5m gate shown in the figure. Pressure of air = 47 kPa Fluids: fluid a (s=3.8) fluid b (s=0.27) fluid c (s=1.68) h1= 0.9 m h2= 1.6 m h3= 3.9 m Round your answers in 3 decimal places
- The figure below shows a rectangular gate holding sea water behind it (sg = 1.08). If the water is 18.00 ft deep, (Part a) compute the magnitude (in lb) and (Part b) determine the location of the resultant force on the gate. (Report the location to three decimal places).(b) FIGURE Q2 shows a siphon used to drain water from a large reservoir. The diameters of the nozzle and the pipe are given by ddnn = 25 mm and ddpp = 50 mm, respectively. If the distances are given by XX = 4.6 m and YY = 0.9 m, calculate: (i) The flow rate through the nozzle (ii) The pressure at points A and BGate AB in the figure is 16 ft long and 8 ft wide. Neglecting the weight of the gate, Find the Force acting on the gate shown, if P is –15 kPa (suction), and its location from the hinge, the tank is 3 meters wide.a. P=304.74 kN, 3.30 m c. P=979.74 kN, 2.75 mb. P=529.74 kN, 2.96 m d. P=678.95 kN, 2.87 m
- A manometer is attached to a conduit as shown. What is the pressure at A in kPa. Choices are: A. 38.25 kPa B. 38.85 kPa C. 32.85 kPa D. 38.45 kPaGive me right solution From the figure shown, block A weighs 400N and the coefficient of friction between block and the inclined plane is 0.20. Compute the following a) the tension of cable supporting block A if it will have an acceleration of 1.2 m/s2 up the plane. B) the the tension of the cable supporting block B. C) the weight of block BThe elasticity and dimension of a pipe are such that the celerity of pressure wave is 975 m/s. The pipe diameter is 1.2m and a valve is located 600 m downstream. Water is flowing initially at 0.85 m³/s. 1. Find the water hammer pressure for instantaneous valve closure. a. 721.35 kPa b. 753.12 kPa c. 731.25 kPa d. 712.53 kPa 2. What is the approximate water hammer pressure if the valve is closed in 4 seconds? a. 522 kPa b. 235 kPa c. 225 kPa d. 125 kPa 3. What is the water-hammer pressure if the valve is manipulated so that the flow rate drops almost instantly from 0.85 to 0.28m³/s? a. 487.5 kPa b. 458.7 kPa c. 496.2 kPa d. 425.8 kPa