by Administrator » Sat Jul 31, 2010 12:22 pm
I have attached full derivation for lake draining problem BUT it has to be checked and some values are needed to be presumed like friction factor is constant which is not because Re number will change from some value to another during drain, but some average value can be used.
With last equation:
√(2(f L/D+K)H/g) D_L/D_p =t
total time t for lake drain can be calculated where is:
f – friction factor
L – pipe length
D – pipe diameter
K – resistance coefficient
g – gravity acceleration 9,81 m/s
H – height of lake to pipe axis
D_L – lake diameter – changing with height
D_p – pipe diameter
K – resistance coefficient for pipe entrance and exit K = 1,78
Friction factor f will mainly depend on the pipe roughness and for 0.1 mm roughness and pipe diameter of 18" it would be for fully turbulent flow f=0.014
Comments are very welcomed!
- Attachments
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- lake calculation page 1.gif (12.69 KiB) Viewed 26 times
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- lake calculation page 2.gif (7.65 KiB) Viewed 26 times