Structural Analysis
6th Edition
ISBN: 9781337630931
Author: KASSIMALI, Aslam.
Publisher: Cengage,
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- 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.arrow_forwardSituation 3: A tank with a frustum of a cone having its bases horizontal and axis vertical is 4 m high and is filled with water. It has diameter of 3 m at the top and 1 m at the bottom. The bottom contains orifice whose average coefficient of discharge is C = 0.63 35. What is the size of the orifice that will empty the tank in 7 mins and 20 seconds 100 mm diameter 75 mm diameter 50 mm diameter 125 mm diameter 36. Determine the time to needed to drop the water level to 3 m 255 seconds 120 seconds 350 second 145 seconds 37. Determine the depth of water after one-half of its content is discharge through the orifice. 2.00 m 2.15 m 2.56 m 2.82 m 38. How long it will take to discharge one-half of its initial volume? 260 seconds 244 seconds 200 seconds 168 secondsarrow_forwardDetermine the radius of the orifice that will allow a tank of horizontal cross-section of 2.5 m^2 to have its liquid surface draw down at the rate of 0.2 m/s for a constant head of 4m on the orifice with Cc= 0.66 and Cv= 0.96arrow_forward
- Within few minutesarrow_forwardWater discharging into a 6 m wide rectangular horizontal channel from a sluice gate is observed to have undergone a hydraulic jump. If the flow depth and velocity before the jump are 0.5 m and 8 m/s, respectively, then which of the following statements is/are true? A Flow depth after the jump is 2.31 m. B Hydraulic jump formed is a weak jump. C Efficiency of jump is 65.6%. D Relative energy loss is 0.824.arrow_forwardA vertical cylindrical tank, 2 m diameter has, at the bottom, a 5 cm diameter, sharp-edged orifice, for which C_{d} = 0.6 Water enters the tank at a constant rate of 9 l/sec. At what depth above the orifice will the level in the tank become steady?arrow_forward
- Problem 4. A 2-mm-diameter tube is used to siphon water at 20° C from a tank. When the tube length is 1 m, is there a value for H that exceeds the limit for laminar flow? If the maximum H = 75 cm, what would be the maximum flow rate? Neglect losses due to curvature and entrance effects. L=1m,d=2mm Water at 20°C Harrow_forward3) An incompressible flow velocity field is given as 1 1 [m/s] r r where r is in meters. (a) Calculate the mass flow rate through the cylindrical surface at r =1 m from z = 0 to z =1 m as shown in Figure A (b) Show that mass is conserved in the annular control volume from r = 1 m to r = 2 m and z = 0 to z = 1 m as shown Figure B a 2 m. I m 1 m 1 m 1 marrow_forward
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