A city when its operation is normal uses a supply of drinking water
containing 15 mg /L of chloride (Cl-), but during periods of high water demand,
mixes with groundwater containing 65 mg/L Cl-. The two waters mix
completely in a 1400 m3 tank and then sent to the distribution system. the
demand for many days has been ~500 m3/d, and all the water has come from
the main supply. So, the demand increases to 700 m3 /d, and the additional
200 m3/d is extracted from the groundwater supply. How long can
continue with this operating strategy before the water entering the
distribution system contains ≥ 20 mg/L Cl-? (Note: chloride is not reactive).
15 mg/L = 15 g/m3 – normal supply concentration
65 mg/L = 65 g/m3 – ground water concentration
15 * 500 = 7500 g of Cl- - normal supply in one day
65 * 200 = 13000 g of Cl- - ground water in one day
Together: 7500 + 13000 = 20500 g
New concentration : 20500 / 700 = 29.3 g/m3 or 29.3 mg/L
So, in less than a day time the concentration is over the limit.
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