QUESTION 2 Design a grit chamber for population 50000 with water consumption of 135 LPCD. Assume wastewater generate...
QUESTION 4 horizontal flow grit chamber with rectangular x-section for treating maximum sewage flow of 10 MIld. Assume the particles settling velocity is 2.4 cm/sec, B is 0.06, fis 0.03 and particles diameter (D) is 0.02 cm. Also, take width of chamber as 1.0 m, free board as 0.3 m, grit accumulation depth as 0.25 m, specific gravity (SG) of particles as 2.65 and 2 [30] Design a mextra length for inlet and outlet works. QUESTION 4 horizontal flow grit...