Present Average Flowrate = 4220 m3/d
Water use per capita
= 4220/15000 = 0.281333 m3/d capita
Population after 10 years
= 15000 Χ 1.0310 = 20158.75 ≒ 21000 capita
Although the rectangular Shape is easier to calculate, we chose the circular shape because typically circular shape has the better performance.
Calculations of the design of each unit operations
Flowrate
Present Average Flowrate = 4220 m3/d
Water use per capita = 4220/15000 = 0.281333 m3/d capita
Population after 10 years = 15000 Χ 1.0310 = 20158.75 ≒ 21000 capita
∴ Average Flowrate = 0.281333 Χ 21000 = 5908 m3/d ≅6000m3/d
Peak Flowrate = 5908 Χ 1.5 = 8862 m3/d ≅9000 m3/d
Screening
Conditions
Cle
Process Selection Considerations
Selection of an activated-sludge process for BOD removal and nitrification is a function of many considerations including specific site constraints, compatibility with the existing process, compatibility with existing equipment, present and future treatment needs, level of capability of the operating staff, capital costs, and operating cost.
Complete-mix activ
자유진동 그래프를 보고 estimation을 하려면 일단 자유진동에 대한 운동 방정식을 만들어야한다. 자유진동에서 마찰 term이 들어가야만 감쇠를 한다. 운동방정식은 다음과 같다.
J는 관성 모멘텀 는 무게중심 는 friction에 의한 Torque이다. friction은 항상 속도의 반대반향으로 작용하기 때문에이지만