GATE CE 2023 Set 2 — Question 65

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NAT+2 / -0MediumContinuity EquationFluid Kinematics & DynamicsWater Resources EngineeringWater QualityEnvironmental Engineering

Environmental Engineering → Fluid Kinematics & Dynamics → Continuity Equation

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Question

A system of seven river segments is shown in the schematic diagram. The RiR_i’s, QiQ_i’s, and CiC_i’s (i=1i = 1 to 77) are the river segments, their corresponding flow rates, and concentrations of a conservative pollutant, respectively. Assume complete mixing at the intersections, no additional water loss or gain in the system, and steady state condition. Given: Q1=5 m3/sQ_1 = 5\text{ m}^3/\text{s}; Q2=15 m3/sQ_2 = 15\text{ m}^3/\text{s}; Q4=3 m3/sQ_4 = 3\text{ m}^3/\text{s}; Q6=8 m3/sQ_6 = 8\text{ m}^3/\text{s}; C1=8 kg/m3C_1 = 8\text{ kg/m}^3; C2=12 kg/m3C_2 = 12\text{ kg/m}^3; C6=10 kg/m3C_6 = 10\text{ kg/m}^3. What is the steady state concentration (in kg/m3\text{kg/m}^3, rounded off to two decimal place) of the pollutant in the river segment 7 ?
Schematic diagram of river segments R1 to R7
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