V1 2.Plot the expected effluent bsCOD and VSS concentration for an aerobiclagoon modeled as a chemostat for reactor volumes between 100 and 2000 m3(increase by 100 m3 increments) given the following information: influent bsCOD =530 mg/L, Q = 700 m/d, Y = 0.5, Ks = 15 mg/L, maximum specific substrateutilization rate = 6 d1, b = 0.1 d-1. Calculate the minimum sludge age according tothe chemostat model, and from that the minimum reactor volume. Where does thisfall on your graph? What lagoon volume would you actually recommend building,and why?

Reactor volumes between 100 and 2000 m3 (increase by 100 m3 increments) Influent bsCOD = 530 mg/L, Q…

Plot the expected effluent bsCOD and VSS concentration for an aerobic lagoon modeled as a chemostat for reactor volumes between 100 and 2000 m³ (increase by 100 m³ increments) given the following information: influent bsCOD = 530 mg/L, Q = 700 m³/d, Y = 0.5, Ks = 15 mg/L, maximum specific substrate utilization rate = 6 d-¹, b = 0.1 d-1. Calculate the minimum sludge age according to the chemostat model, and from that the minimum reactor volume. Where does this fall on your graph? What lagoon volume would you actually recommend building, and why?

Plot the expected effluent bsCOD and VSS concentration for an aerobic lagoon modeled as a chemostat for reactor volumes between 100 and 2000 m³ (increase by 100 m³ increments) given the following information: influent bsCOD = 530 mg/L, Q = 700 m³/d, Y = 0.5, Ks = 15 mg/L, maximum specific substrate utilization rate = 6 d-¹, b = 0.1 d-1. Calculate the minimum sludge age according to the chemostat model, and from that the minimum reactor volume. Where does this fall on your graph? What lagoon volume would you actually recommend building, and why?

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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