Simulate the steady-state concentration distribution of a biodegradable chemical in the wastewater in an elongated tank....
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Simulate the steady-state concentration distribution of a biodegradable chemical in the wastewater in an elongated tank. Use the backward differencing from finite difference method by dividing the pool into 10 equal sections (n = 10) and applying control-volume approaches. The system's characteristics are given as follows: ● Ac = 10 m² Total Length = 100 m Velocity 100 m/hour Degradation rate, k = 2 hour-¹ Dispersion coefficient, E = 2000 m²/hour ● Inflow Concentration, Co = 1 mg/L ● • • ● = a) Create and write the system of equations that is used to calculate the concentration distribution and solve it using matrix methods. b) How much numerical dispersion occurs in the model solution? Simulate the steady-state concentration distribution of a biodegradable chemical in the wastewater in an elongated tank. Use the backward differencing from finite difference method by dividing the pool into 10 equal sections (n = 10) and applying control-volume approaches. The system's characteristics are given as follows: ● Ac = 10 m² Total Length = 100 m Velocity 100 m/hour Degradation rate, k = 2 hour-¹ Dispersion coefficient, E = 2000 m²/hour ● Inflow Concentration, Co = 1 mg/L ● • • ● = a) Create and write the system of equations that is used to calculate the concentration distribution and solve it using matrix methods. b) How much numerical dispersion occurs in the model solution?
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Fundamentals Of Momentum Heat And Mass Transfer
ISBN: 9781118947463
6th Edition
Authors: James Welty, Gregory L. Rorrer, David G. Foster
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