manage your time. Problem 1: (50 points) A 150 mm-diameter water jet sticks horizontally the 30° deflector as shown in figure below. The deflector covers a 125mm diameter hole in the tank wall on the right side. What is the maximum water depth H in the right tank that can be maintained the water without leaking? water 30 3m 150 mm dia water 125 mm dia jet 30

manage your time. Problem 1: (50 points) A 150 mm-diameter water jet sticks horizontally the 30° deflector as shown in figure below. The deflector covers a 125mm diameter hole in the tank wall on the right side. What is the maximum water depth H in the right tank that can be maintained the water without leaking? water 30 3m 150 mm dia water 125 mm dia jet 30

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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2 200mm 300mm diameter 450mm 30° 400mm Mercury diameter (SG = 13.6) "X" 350mm Water In 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) 208.41 mm B No Answer among the choices 226.32 mm D) 192.74 mm E) 242.69 mm
Specialization: Civil Engineering Module Name: Hydraulics
Please answer correctly in two decimal places
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Subject: Hydraulics
200mmø 690mm 300 mm 400 mmø 金Ho0 Z Hg (13.6) A 200mm diameter venturi meter is installed in a 400mm diameter vertical main pipe as shown. If the deflection of mercury (SG = 13.6) at the manometer reads 300mm and the vertical distance between point 1 and point 2 is 690mm, determine the discharge in the system assuming a head loss of 600mm.
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a 150 mm by 50mm venturi meter is installed in an inclined pipe carrying oil. the venturi distance between the inlet and throat is 20cm. the flo is upward through the meter. a differential manometer containing mercury the (sp. gr=13.6) is attached to the inlet base and throat. compute the deflection of the mercury if the actual discharge of pipe is 0.55 m³/s. assume the venturi coefficient to be 0.97.
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The water surface shown below is 10 m above the datum. The pipe is 425 mm in diameter and the total loss of head between point (1) in the water surface and point (5) in the jet is 3 m. Determine the discharge Q. (m3/s). Round your answers in 3 decimal places.