The image provides data necessary for calculating the required completely mixed aeration tank volume in cubic meters (m³) for wastewater treatment under specified conditions. Below is the detailed transcription of the table:- **Q avg**: 12,000 m³/d- **Primary effluent soluble BOD**: 140 mg/L- **Effluent TSS limit**: 20 mg/L- **Effluent soluble BOD limit**: 9 mg/L- **Kₛ**: 67 mg/L- **kₑ**: 0.14 d⁻¹- **μₘ**: 2.8 d⁻¹- **Y**: 0.8 mg VSS/mg BOD- **Target MLVSS**: 3,000 mg VSS/LThis data includes average flow rate, biochemical oxygen demand (BOD) concentrations, total suspended solids (TSS) limits, and other parameters required for design calculations for the aeration tank.

Average discharge, Target MLVSS

How do I calculate the required completely mixed aeration tank volume (m3) for the following conditions: Qavg Primary effluent soluble BOD Effluent TSS limit Effluent soluble BOD limit 12,000 m³/d 140 mg/L 20 mg/L 9 mg/L Ks kd μm Y Target MLVSS 67 0.14 d-¹ mg/L 2.8 d¹¹ 0.8 3,000 mg VSS/L mg VSS/mg BOD

How do I calculate the required completely mixed aeration tank volume (m3) for the following conditions: Qavg Primary effluent soluble BOD Effluent TSS limit Effluent soluble BOD limit 12,000 m³/d 140 mg/L 20 mg/L 9 mg/L Ks kd μm Y Target MLVSS 67 0.14 d-¹ mg/L 2.8 d¹¹ 0.8 3,000 mg VSS/L mg VSS/mg BOD

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Chapter2: Loads On Structures

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Integrated Solid Waste Management

Integrated Solid Waste Management (ISWM) is a thorough waste suppression, compost, removal and recycling Program. An effective ISWM system considers how to suppress, manage and recycle solid waste in a manner that is most efficiently to protect human health and the surrounding. ISWM system requires evaluation of public wants and demands and then selecting and merging the most effective waste management activities for the proposed demands. The main ISWM activities for solid waste management are Waste prevention, Recycling and Composting, and Combustion and Removal and waste collection in a properly planned, constructed, managed and mitigated landfill areas. Each of these requires careful designing, financing, accumulation, and delivery of activities.

Question

The image provides data necessary for calculating the required completely mixed aeration tank volume in cubic meters (m³) for wastewater treatment under specified conditions. Below is the detailed transcription of the table:

- **Q avg**: 12,000 m³/d

- **Primary effluent soluble BOD**: 140 mg/L

- **Effluent TSS limit**: 20 mg/L

- **Effluent soluble BOD limit**: 9 mg/L

- **Kₛ**: 67 mg/L

- **kₑ**: 0.14 d⁻¹

- **μₘ**: 2.8 d⁻¹

- **Y**: 0.8 mg VSS/mg BOD

- **Target MLVSS**: 3,000 mg VSS/L

This data includes average flow rate, biochemical oxygen demand (BOD) concentrations, total suspended solids (TSS) limits, and other parameters required for design calculations for the aeration tank.

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