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ICAR JRF Irrigation And Drainage Engineering 29 Jun 2024Shift 1
MCQ (Single Correct) +4 −1
Asolution 20 g/l concentration of a fluorescent tracer was discharged into a stream at a constant rate of 5 cm/s. The background concentration of the dye in stream water was found to be zero. At a downstream section sufficiently far away, the dye was found to reach an equilibrium concentration of 4 parts per billion. Estimated the stream discharge.
  • Streamflow Measurement via Constant-Rate Tracer Dilution:
  • Mass Balance Principle:
$$q \cdot C_1 + Q \cdot C_0 = (Q + q) \cdot C_2$$

Since stream background concentration $C_0 = 0$ and tracer injection rate $q \ll Q$:

$$Q = \frac{q \cdot C_1}{C_2}$$
  • Calculation:
  • Tracer concentration $C_1 = 20\text{ g/L} = 20 \times 10^6\ \mu\text{g/L} = 20 \times 10^6\text{ ppb}$.
  • Injection rate $q = 5\text{ cm}^3\text{/s} = 5 \times 10^{-3}\text{ L/s}$.
  • Downstream equilibrium concentration $C_2 = 4\text{ ppb}$.
$$Q = \frac{(5 \times 10^{-3}\text{ L/s}) \times (20 \times 10^6\text{ ppb})}{4\text{ ppb}} = \frac{100,000}{4} = 25,000\text{ L/s} = 25\text{ m}^3\text{/s}$$
  • Conclusion: Stream discharge is 25 m$^3$/s (Option 2).

Correct option: (2) 25 mls

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