The height of a hydraulic jump in the stilling pool of 1.25 scale model was observed to the 10 cm. The corresponding prototype height of the jump is
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H. Jump (fluids)
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- Question 15 In a hydraulic jump, aside from depth, which of the following had undergone transition? flow rate froude number gradeline O slopeneed from online tutors! Try bartleby tutor today arrow_forward Question An 18 meter base dam was acted by forces as shown below. The reaction from the upward ground varies uniformly from the intensity of y=133 kN/m to x=168 kN/m at B. Under the dam is a seepage that usually occurs due to the ground reaction that contributed to the overturning failure of the dam. a. Using computation, show if the dam is safe from overturning b. Using computation, determine if the dam is safe from sliding, provide solution to prevent the dam from sliding. Draw COMPLETE FBD please.Using the data given for the hydraulic jump answer the following questions given ASAP Thank you
- (please add answer and units to answer box, show work, and/or send email with pdf/image showing work) A well in a confined aquifer was pumped at a rate of 200 ft°/min for 240 minutes. Time-drawdown data for a well 800 feet away were plotted on log-log paper an matched to a Theis type curve. The match point was W(u)=1, 1/u=1, s=0.89 feet, and t=4.1 minutes. The aquifer is 150 feet thick. What is the hydraulic conductivity of this aquifer? What is the storativity (also known as storage coefficient) of the aquifer?The diameter of flowlines from satellite subsea manifolds to production facility platforms is greater than the diameter of flowlines from satellite subsea wells to subsea manifolds true or falseplease fill out the table for the hydraulics lab question using the given data
- as fast as you can please make sure the answer is correct 100% . (choose the correct answers(you can choose more the one, if needed) What are the limit states of a symmetric channel that has "compact" flanges and a "compact" web? a.Yield b.Web Local Buckling c.Flange Local Buckling d.Local Buckling e.Lateral Torsional BucklingA 600 mm diameter horizontal pipe with a length of 1500m and C=120. the pressure gage attached downstream of the pipe reads 16kpa and another gage is attached upstream of the pipe reads 30kPa. If another gage is attached between the ends of the pipe. What is the total head loss?Not sure how to do this one. Would appreciate a full solution, thanks! Textbook Answer: Q = 0.188 m^3/s, v = 1.5 m/s
- Exam Q1: Consider a large cubie ice block of (1 m') surface area floating in seawater. The specifie gravity of ice is 0.92. If a (15 cm) high portion of the ice block extends above the surface of the water, determine the height of the ice block below the water surface, h? 15 cm Sea Water Ice BlockPROBLEM 7: A rectangular plate was immersed in water such that two of its edges were vertical. If such is 3.5m long. How far below the wáter surface should its upper edge be submerged so that the center of pressure will be 20 cm from the center of gravity?Please solve the follow up qestion.