Question

In: Civil Engineering

A completely mixed activated sludge plant is not performing particularly well. You calculate a F:M of...

A completely mixed activated sludge plant is not performing particularly well. You calculate a F:M of 1.5 mg/mg·day-1. What would you recommend to solve the problem?

a.

Raise the pH

b.

Increase the dissolved oxygen concentration in the aeration tank

c.

Lower the pH

d.

Reduce the amount of sludge wasted

Solutions

Expert Solution

F/M ratio means Food to micro organisms ratio. In other words mass of food applied per unit mass of micro organism.  

Range of F/M ratio = 0.2 to 0.6 for conventional activated sludge. In this case 1.5 indicates high F/M ratio.

High F/M ratio means high quantity of food available to less number of micro organism. In this situation micro organism will be very active. This is will create highly turbid effluent. Because as a result of high microbial activity, sludge produced is not dense. This sludge will not settle easily. That's why high F/M ratio result in turbid effluent.

Problem: sludge is not settling properly. Highly turbid effluent.

Solution : Produce dense sludge. So it will settle essily.

Now we will see how to produce dense floc.

1,3) Lowering or raising ph will adversely affect microbial activity. Activated sludge process works good in neutral ph (6-8).

2) Increasing DO concentration will increase the microbial activity. Which is not desirable in this situation. Reason already explained above.

3) ANSWER- Reducing the sludge wasted. Means incresing the sludge age. That means waste water stays in aeration basin for long time. Increased sludge age will produce dense floc. This will settle very easily. This sludge is darker and dense ( Pin floc). Hence is produce less turbid effluent.


Related Solutions

A completely mixed activated sludge process is to be used to treat a flow rate of...
A completely mixed activated sludge process is to be used to treat a flow rate of 2.5 MGD. Design a rectangular activated sludge reactor with a 4:1 ratio of length to width. (design only 1 reactor for all flow). The effluent from the plant must not exceed 15 mg/L of BOD5. Use the following design criteria: a. BOD5 influent = 250.0 mg/L b. MLVSS (X) = 3500 mg/L c. Reactor depth = 11 ft d. Effluent BOD5 must be less...
Primary effluent is to be treated by two parallel trains of the complete mixed activated sludge...
Primary effluent is to be treated by two parallel trains of the complete mixed activated sludge process. Assume average flow conditions, and the primary sedimentation performance is described in question two above. Assume the following for the activated sludge process: i) plant effluent BOD of 8mg/L ii) biomass yield of 0.55kg biomass/kg BOD iii) endogenous decay rate (kd)= 0.04day-1 iv) Solids retention time= 8days v) MLVSS concentration in the aeration tank of 3000mg/L vi) waste and recycle solids concentration of...
9. What is the importance of controlling the F/M ratio in suspended mixed activated sludge systems?...
9. What is the importance of controlling the F/M ratio in suspended mixed activated sludge systems? What are the implications of a low or high F/M ratio to the settling properties of the biological floc? Please, elaborate your answer.
An activated sludge plant receive 5.0 MGD of wastewater with a BOD of 220 mg/L. The...
An activated sludge plant receive 5.0 MGD of wastewater with a BOD of 220 mg/L. The primary clarifier removes 35% of the BOD. The sludge is aerated for 6 hr. The food-to-microorganism ratio is 0.30. The recirculation ratio is 0.2. The surface loading rate of the secondary clarifier is 800 gal/day-ft2. The final effluent has a BOD of 15 mg/L. What are the (a) BOD removal efficiency of the activated sludge treatment processes (secondary BOD removal), (b) aeration tank volume,...
A wastewater plant with the activated sludge process received 5 × 106 L/day of wastewater with...
A wastewater plant with the activated sludge process received 5 × 106 L/day of wastewater with a BOD5 of 500 mg/L. The primary clarifier removes 30% of the BOD and primary clarify effluent has no biomass (Xi=0 mg/L). Recycle (Qr) and waste sludge (Qw) flows are 25% and 2% of Qin, respectively. Effluent BOD5 from secondary clarifier and waste sludge is 20 mg/L. Microorganism concentration in the waste sludge (Xw) is 6,000 mg/L. Soluble BOD5 is biologically converted into CO2...
A CSTR activated sludge system is being designed for the Fulton Fish Processing Plant. The flow...
A CSTR activated sludge system is being designed for the Fulton Fish Processing Plant. The flow is relatively small (0.25 mgd), but the wastewater is strong due to all of the fish waste (BOD5 = 4500 mg/L). Primary settling removes 20% of the BOD5. In order to discharge to the town sewer the BOD5 must be reduced to a concentration that is 95% of the influent. What is the Dimensions of the basin assuming a 3:1 L:W ratio. Also, what...
A conventional activated-sludge plant treats 10.0 MGD of municipal wastewater with a BOD concentration of 240...
A conventional activated-sludge plant treats 10.0 MGD of municipal wastewater with a BOD concentration of 240 mg/l and suspended solids of 200 mg/l. The sludge flow pattern is shown in Figure 11-1 of the textbook with a gravity belt thickener to concentrate the excess activated sludge. Primary and thickened activated sludge are pumped separately to the anaerobic digester. The primary clarifier removes 50% of the suspended solids and 35% of the BOD. The primary sludge solids content is 4.0%. The...
A conventional activated-sludge plant treats 10.0 MGD of municipal wastewater with a BOD concentration of 240...
A conventional activated-sludge plant treats 10.0 MGD of municipal wastewater with a BOD concentration of 240 mg/l and suspended solids of 200 mg/l. The sludge flow pattern is shown in Figure 11-1 of the textbook with a gravity belt thickener to concentrate the excess activated sludge. Primary and thickened activated sludge are pumped separately to the anaerobic digester. The primary clarifier removes 50% of the suspended solids and 35% of the BOD. The primary sludge solids content is 4.0%. The...
The Lolla Hart hospital has a small activated sludge plant to treat its wastewater. The average...
The Lolla Hart hospital has a small activated sludge plant to treat its wastewater. The average daily hospital discharge is 1,500 L per day per bed, and the average soluble BOD5 after primary settling is 500 mg/L. Their permit dictates that the effluent BOD5 and TSS cannot exceed 30 and 20 mg/L, respectively, on an annual basis. Assume the MLVSS concentration in the aeration basin will be maintained at 3,000 mg/L. Also, assume that the concentration of BOD5 of the...
What happens with the degradation of substrates in activated sludge if you add a clarifier. The...
What happens with the degradation of substrates in activated sludge if you add a clarifier. The activated sludge retention time is 0.5 days and the sludge age is 2 days. Also, what if the sludge age is 4 days
ADVERTISEMENT
ADVERTISEMENT
ADVERTISEMENT