In: Civil Engineering
For a dual-media filter with 0.5 m of anthracite coal and 0.3 of sand. Other data for anthracite: specific gravity is 1.67, porosity is 0.5, d90 grain size is 1.5 mm. Other data for sand: specific gravity is 2.65, porosity is 0.4, d90 grain size is 0.9 mm. The water temperature is 20C, so the mass density of water (ρ) is 998.2 kg/m3 , density of sand is 1650 kg/m3 , density of anthracite coal is 1506 kg/m3, the absolute viscosity is 1.002 x 10-3 kg/m-s. Assuming a 30% margin of safety for backwash, calculate the following:
a) the recommended backwash rate for the filter (gpm/sf)
b) the pressure drop through the filter during fluidization (psi)
Note: multiply (L/m2-s) by 1.473 to get gpm/sf. Multiply (N/m2) by 0.000145 to get psi.
Ans a) We know,
Vb = [(1135.69 + 0.0408 Gn)0.50 / d90 ] - (33.7/ d90)
where, = viscosity
= density of water
Gn = Galileo number
d90 = sieve size that passes 90% by weight
Also, Gn = ( s - )g d903 / 2
where, s = density of sand
Putting values,
Gn = 998.2 ( 1650 - 998.2) (9.81) (0.0015)3 / (0.001002)2
=> Gn = 21455.53
Hence,
Vb = [0.001002((1135.69 + 0.0408(21455.53))0.50 / (998.2 x 0.0015) ] - (33.7 x 0.001002/ 998.2 x 0.0015)
= 0.030 - 0.0225
= 0.0075 m3 / m2 s
or 7.5 L /m2 s
Design backwash rate = 1.3 x Vb
= 9.75 L/m2s
=> 9.75 x 1.47 = 14.5 gpm/sf
b) Pressure drop through filter = L g ( 1 - n) (s - ) ,where n = porosity
= 0.8 x 9.81 ( 1 - 0.5) (1650- 998.2)
= 2557.67 N/m2
or 0.37 psi