Basic Water Treatment, Third Edition

A sinuous channel has 15 round-the-end cross-walls. Water is passed along with a velocity of 0.2 m/s between the cross-walls and 0.5 m/s round the ends. The flow is 0.3 m 3/s and the nominal retention time is 25 min. For a temperature of 10 C, estimate the additional loss of head, the power dissipated, and the G and GT values (Fig. A1.1).
Using equation (5.2):
and
Using equation (5.1):
Thus
A flow of 50 000 m 3/day is to be dosed with a coagulant. Destabilization will be by double layer compression. To ensure proper mixing a G of 1500 s ? 1 is required. Assuming that the flow over the weir discharges into a chamber with a volume of 2 m 3, what height of weir is required?
Therefore
retention time in mixing chamber = 2 m 3/(0.58 m 3/s) = 3.4 s.
Apply equation (5.3):
Thus
Thus
A water-treatment works treats a flow of 50 000 m 3/day. The water is dosed with alum at a dose of 5 mg Al/l. This permits the removal of an average of 5 mg/1 of colloidal material in the clarifiers. Calculate:
the quantity of 8% Al 2O 3 alum solution required (specific gravity of 8% solution is 1.32);
the amount of alkalinity...