In a test to determine the discharge coefficient of a 50mm by 12.5mm venturimeter. The total weight of water passing through the meter is 7 min. was400 kg .A mercury water differential gage connected to inlet and throat if themeter shows an average mercury difference during that time of 410 mm.Determine the meter coefficient. Draw the sketch.

Given, Inelt Diameter= 50mm Throat Diameter = 12.5mm Time = 7min Difference in mercury level (X)=…

Answered: In a test to determine the discharge…

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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Water Gs=1 1. In a test to determine the discharge coefficient of a 70 by 35 mm Venturi meter, the total weight of water passing through the meter in 3 minutes was 3.5 kN. A mercury differential gage connected to the inlet and throat of the meter showed an average mercury difference during that time of 300 mm.. Determine the actual discharge if the same meter is used later on and a 250 mm difference is then observed. h = 300 mm Mercury, Hg Gs = assume, 4 significant figures 0
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A rectangular plate of aluminum with a specific gravity of 2.7 is floating between a mercury-water interface. Specific gravity of mercury is 13.56. 10.0 Determine the ratio of the depths of the portion of the plate submerged in water to that portion submerged in steel. a.) 0.16 c.) 0.25 e.) b.) 3.94 d.) 6.39 11.0 Determine the depth submerged in water if the portion submerged in mercury is 20 mm. c.) 5 mm d.) 3 mm a.) 128 mm e.) b.) 79 mm
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HYDRAULICS LABORATORY EXPERIMENT no.4 1. What would be the effect on the results if the Venturi meter were not horizontal? Would you make any correction to the peizometer readings if the meter were mounted with its axis vertical? Why?
Situation 3: A calibrated test of a 0.00785 m² circular sharp-edge orifice in a vertical side of a large tank showed a discharge of 22,300 N of water in 1 minute and 40 seconds at a constant head of 1.20 m. Measurement of the jet showed that it traveled 1.92 m horizontally while dropping 0.8 m. 6. Determine the coefficient of discharge. a) 0.621 b) 0.597 c) 0.649 d) 0.721 7. Determine the coefficient of velocity. a) 0.84 b) 0.93 c) 0.74 d) 0.98 8. Determine the coefficient of contraction. a) 0.77 b) 0.97 c) 0.61 d) 0.67 B
A 2-foot diameter pipe carries stormwater discharge from a site. The concrete pipe was designed with a slope of 0.8 foot per 90 feet. At the time of measurement, the pipe has 0.8 feet of discharge flowing in it. What is the pipe discharge? (Express your answer in liter per second).
Q3. according to the data of water depths in figure below that collected in the cans test find: - 1- Christiansen's uniformity coefficient (CU). Using sm = 9 m, SI = 9. 30 degrees 2- the rate of discharge if the time of test 70 min. Assume the losses of sprinkler are zero. 10 degrees 3 1 2 7 4 2 2 4 8 7 5 2 1 8 7 6 4 1 4 8 7 3 3 1
discuss at least five sources of error in measuring anions in rainwater through ion chromatography (label them as random or systematic errors).
Water Gs=1 1. In a test to determine the discharge coefficient of a 70 by 35 mm Venturi meter, the total weight of water passing through the meter in 5 minutes was 3.5 kN. A mercury differential gage connected to the inlet and throat of the meter showed an average mercury difference during that time of 300 mm.. Determine the actual discharge if the same meter is used later on and a 250 mm difference is then observed. Mercury, Hg Gs = assume, 4 significant figures 2. The diameter of a 3 meter pipe decreases from 450 mm to 150 mm. If the velocity is to decrease uniformly in a linear manner, draw the diameter profile at each 500 mm length interval along the pipe. Discharge is 150 liters per second. Reservoir B 3. A pump draws water at 300 liters per second from reservoir A and lifts it to reservoir B as shown. The head loss from A to 1 is 20 times the velocity head in the 200 mm diameter and the head loss from 2 to B is 20 times the velocity head in the 150-mm diameter pipe. Assume your…
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