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Biochemical Oxygen Demand Remaining

Biochemical Oxygen Demand Remaining
\[L_t=L_0e^{-kt}\]

Variables

Ltremaining biochemical oxygen demand at time t (mg/L)
L0ultimate biochemical oxygen demand (mg/L)
kdeoxygenation rate constant (1/day)
ttime (day)

Description

What is this formula?

This formula calculates the remaining biochemical oxygen demand (BOD) at a given time during the biodegradation process of organic matter in water.


When to use it

Use it when modeling wastewater treatment processes, river self-purification, oxygen depletion, and biological degradation of organic pollutants.


Example

Data:


L0 = 200 mg/L


k = 0.23 day⁻¹


t = 5 days


Formula:


Lt = L0 e^(-kt)


Substitution:


Lt = 200 × e^(-0.23 × 5)


Result:


Lt = 63.4 mg/L


Applications

Wastewater treatment design, activated sludge modeling, stream water quality analysis, environmental impact assessment, and biological treatment process evaluation.


Applications

Wastewater treatment design, activated sludge systems, stabilization ponds, river water quality studies, environmental monitoring, and regulatory compliance.


Note

This is an empirical first-order decay model widely used in environmental engineering. The deoxygenation constant k depends on temperature, wastewater characteristics, microbial activity, and environmental conditions. Different values of k are commonly used for municipal, industrial, and natural water systems.

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