200mm diameter 400mm diameter Mercury (SG = 13.6) ↑ Water n the 200mm diameter vertical venturi meter attached to a 400mm pipe as shown, a manometer is attached to the side. If the discharge of water in the system is 300 L/s, determine the distance "x" shown. (A) 246.32 mm (B) No Answer among the choices 282.69 mm (D) 302.74 mm (E) 208.41 mm 20 30⁰ "X" 350mm 300mm 450mm ***

200mm diameter 400mm diameter Mercury (SG = 13.6) ↑ Water n the 200mm diameter vertical venturi meter attached to a 400mm pipe as shown, a manometer is attached to the side. If the discharge of water in the system is 300 L/s, determine the distance "x" shown. (A) 246.32 mm (B) No Answer among the choices 282.69 mm (D) 302.74 mm (E) 208.41 mm 20 30⁰ "X" 350mm 300mm 450mm ***

Engineering Fundamentals: An Introduction to Engineering (MindTap Course List)

5th Edition

ISBN:9781305084766

Author:Saeed Moaveni

Publisher:Saeed Moaveni

Chapter7: Length And Length-related Variables In Engineering

Section: Chapter Questions

Problem 42P

See similar textbooks

Similar questions

In addition to the digital display, the manometer described in the previousproblem has an analog voltage output that is proportional tothe sensed differential pressure in units of in inches of water. A researchercalibrates the analog output by applying a series of knownpressures across the manometer ports and observing both the analogand digital output for each input pressure. A linear fit to the data yieldsP = 1:118E +0:003, where P is pressure (in. H2O) and E is the analogvoltage (V). If for zero input pressure, the manufacturer specifies thatno output voltage should result, what magnitude of systematic error hasbeen found?
Neglecting headloss, determine the manometer reading in the system shown when the velocity of water flowing in the 75mm diameter pipe is 0.95m/s.
Water is flowing through a pipe of 100mm diameterwith an average velocity of 10m/s. Determine rateof discharge of water in l/s. Also determine thevelocity of water at the other end of the pipe, if thediameter of the pipe is gradually changed to200mm.
Calculate the distance between the instrumentand the staff if the staff readings are 1.56 m, 2.05 m and 2.56 m. The multiplying constant is 100and additive constant is 10.
Water flows at 0.07 cubic meter per second through a pipe. A horizontal venturi meter with throat diameter of 150-mm was used to measure the velocity inside the pipe. Based on manometer reading, the differential gauge is deflected 1.2 meter. If the specific gravity of the manometer fluid is 1.60, the diameter of the pipe, in millimeter (mm), that was used is
Find Q in m3/minute
Please indicate the given and illustration A cylindrical vessel 3m high and 1.5m in diameter is filled with water to a depth of 2.5m. In its side is a 50mm circular orifice C = 0.60 placed 300mm above the bottom of the vessel. If the vessel be rotated about its own axis at 60 rpm and the water allowed to escape through the orifice for a period of 3 minutes, determine the following: A) Compute the difference in elevation, in meters, of the water surface at the center and at the periphery of the tank at end of the 3 minutes B) How deep will the water stand in the vessel if brought to rest?
Find the volume of water in the horizontal cylindrical tank if it is 7/8 full. Radius of tank is 600mm and the length of the tank is 5m. If tank is placed in a vertical position, what is the depth of water inside the tank? A. 5.13m B. 4.38m C. 4.71m D. 3.37m
Calculate the coefficient of skewness from the data as follows. Hours No. of Tubes 300-400 14 400-500 46 500-600 58 600-700 76 700-800 68 800-900 62 900-1000 48 1000-1100 22 1100-1200 6
Solve using Double Integration Method (Indeterminate Beam). Assume EI to be constant. If it is unsolvable, show it using a calculation that shows different answer from the given. Thank you. Answers: Ay = 125.77kN Ey = 71.13kN By = -354.6 kN Cy = -298.5kN
solving equations 5 and 6 actually gives you EIθB=60.69, EIθC=-210.52
Draw neat sketches of the following and label them. [2 Marks each]A. BarometerB. Differential U-tube manometerC. Pitot tubeD. An open system with variable imaginary boundaryE. Turbulent flow through a pipe with velocity distribution