A 36-m² filter with the characteristics shown below operates 47.5 hours between backwashes and the backwash takes 30 minutes. Perform a mass balance analysis and calculate the average daily mass (in kg/d) of dry filtered solids that must be disposed of Filtration flowrate = 1.3 m³/min Backwash flowrate=5 m³/min Influent TSS=27 mg/L Effluent TSS=2 mg/L

A 36-m² filter with the characteristics shown below operates 47.5 hours between backwashes and the backwash takes 30 minutes. Perform a mass balance analysis and calculate the average daily mass (in kg/d) of dry filtered solids that must be disposed of Filtration flowrate = 1.3 m³/min Backwash flowrate=5 m³/min Influent TSS=27 mg/L Effluent TSS=2 mg/L

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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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

Can you please help me with the homework problem

A 36-m² filter with the characteristics shown
below operates 47.5 hours between
backwashes and the backwash takes 30
minutes. Perform a mass balance analysis and
calculate the average daily mass (in keld) of
dry filtered solids that must be disposed of
Filtration flowrate = 1.3 m³/min
Backwash flowrate = 5 m³/min
Influent TSS = 27 mg/L
Effluent TSS=2 mg/L

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