When the sewage of concentration Cs flow at the rate of Qs into a river stream with concentration Cr flowing at the rate of Qrthe concentration C of the resulting mixture is given by the expression?
= CsQs+CrQr / Qs+Qr
When two streams of liquid with different flow rates and concentrations mix, the resulting concentration of the mixture can be determined using the principle of mass balance. This principle states that the total amount of a substance entering a system must equal the total amount leaving the system, assuming no creation or destruction of the substance within the system (like in simple mixing).
Let's define the terms given in the question:
The total amount of the substance entering the mixing point per unit time is the sum of the amount from the sewage and the amount from the river.
Total mass flow rate into the mixture = $C_s Q_s + C_r Q_r$
The total volume flow rate of the resulting mixture is the sum of the flow rates of the sewage and the river.
Total volume flow rate of the mixture = $Q_s + Q_r$
The concentration of the resulting mixture (C) is the total mass flow rate divided by the total volume flow rate.
Therefore, the expression for the concentration C of the resulting mixture is:
$\text{C} = \frac{\text{Total mass flow rate}}{\text{Total volume flow rate}}$
$\text{C} = \frac{C_s Q_s + C_r Q_r}{Q_s + Q_r}$
Let's compare our derived expression with the given options:
Thus, the correct expression for the concentration of the resulting mixture when sewage mixes with a river stream is given by summing the mass flow rates of the substance from both sources and dividing by the total volume flow rate of the combined streams.
Self-purification of running streams may be due to:
Which of the following retards the self-purification of stream?
Which of the following gives decreasing order of sewer size (in terms of diameter)?
Which of the following statements with respect to characteristics of solid waste is correct?
The normal balanced condition of the stream will be restored by the process called: