🕑 Reading time: 1 minute
OBJECTIVE: i. To determine the Darcy’s and Chezy’s constant for the given pipes, ii. To plot the following graph:- Darcy’s constant ‘f’ vs Reynold’s number.
- Chezy’s constant ‘C’ vs Reynold’s number
Where
a - Area of cross-section of measuring tank in cm2.
H - Height difference of water in measuring tank in cm.
Tm - The mean time to collect wate for a height difference of h cm, measured in seconds (tm = 60 to 120 s)
Darcys’ constant, f can be calculated from the relationship.
Head loss
Where
Hw - HHg * 12.6 cm of water.
L - Test length in cm.
V - Velocity of water inside the pipe
D - Inside diameter of pipe
Chezy’s constant C can be calculated from the relationship
Where
V - Velocity of water inside the pipe line cm/s.
i - Hydraulic gradient, Hw / L
m - D/4 - Hydraulic mean depth (ie. Cross sectional area / wetted perimeter).
Reynold’s number for flow through the pipe line is calculated as,
Re = (? / ? ) V D
Where,
? - Mass density of water ( 1000 kg/m3 at 300 C.)
V - Velocity of water inside the pipe
D - Diameter of pipe
? -Absolute (dynamic) viscosity of water and is equal to7.82 * 10 - 4 kg/m.s. at 300C.
PROCEDURE:
i. Connect the mercury manometer to the pressure tappings at the ends of the test length of pipe and close all the valves (pipe line & manometer).
ii. Open the needle valves of the manometer & pressure tapping. Ensure that the manometer is primed.
iii. Open the inlet valve fully and adjust the outlet valve of the selected pipeline in which the experiment has to be conducted, to note the maximum possible head difference (HHg) of the mercury column. Divide the value (HHg) by seven to fix the steps in the pressure difference for the seven sets of readings.
iv. Adjust the outlet valve to get the required pressure difference in the manometer and note down the readings of manometer.
v. Note the time in seconds to collect water for a rise of h cm in the measuring tank twice as t1 and t2. If the difference in readings exceeds 10%, take a third reading within the range.
vi. Repeat the experiment for different manometer readings.
Calculation and graph:
Prepare detailed sample calculation for one set of readings as explained in the principle. Calculate the remaining sets of readings and tabulate them. Draw the required graphs using the data tabulated with suitable scale
i) Darcy’s constant ‘f’ vs Reynold’s number
ii) Chezy’s constant ‘C’ vs Reynold’s number
MAINTENANCE:
After completing the experiment close the inlet valve and open all the gate valves & needle valves then make them closed.
Drain the water from measuring tank after completing the experiment
Drain the mercury from manometer by opening the drain plug provided at bottom after two/three months and clean the glass tubes with soap water then fix the drain plug and pour the mercury.
|
Sl.No |
Manometer reading, in mm of Hg |
Head loss, mtr of water,Hw |
Time for 10 cm raise of water level |
Actual Discharge Qa m3/s |
Velocity V m/s |
Darcy’s Coefficient of friction f |
Hydraulic gradient, i |
Chezy’s Constant, C |
Reynold’s number R |
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|
h1 |
h2 |
h1-h2 |
t1 |
t2 |
tm |
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1 2 3 4 5 6 7 |
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