Question #215888
A city discharges 100 (cum. Sec) m3/sec of sewage into a river, which is fully saturated with oxygen and flowing at the rate of 150 m3/sec during its lean days with a velocity of 0.1 m/sec. The 5th day BOD of sewage at the given temperature is 280 mg/L. Find when and where the critical DO deficit will occur in the downstream portion of the river and what is its amount. Assume f = 4.0 (Self-purification constant and KD = 0.1. *
1
Expert's answer
2021-07-12T03:37:05-0400

Total solids produced = 1000 kg (dry mass)

Volatile solids = 70% total solids = 700kg

Non-volatile solids = 30% T.S. = 300kg

Volatile solids removed indigestion

Volatile solids left in digested sludge = 350kg

Non-volatile solids in digested sludge

Mass of water in wet digested sludge =90%

10% mass of solids

10kg of solids make

Therefore, 10kg of solids contain

Or 650 kg of solids contain 9010650=5850kg\frac{90}{10}*650=5850 kg

Density of volatile solids= 10001.05(pwsw)=1050kg/m31000*1.05*(p_w*s_w)=1050kg/m^3

Similarly density of non-volatile solids =10002.5=2500kg/m31000*2.5=2500kg/m^3

Volume of volatile solids in wet sludge 3501050=0.333m3\frac{350}{1050}=0.333 m^3

Vol. of non-volatile solids in wet sludg 3002500=0.12m3\frac{300}{2500}=0.12 m^3

Vol. of water in wet sludge 58501000=5.85m3\frac{5850}{1000}=5.85 m^3

Hence, total volume of wet sludge 0.333+0.12+5.85=6.303m30.333+0.12+5.85 =6.303 m^3


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