Question

The chlorine contact tank of a water treatment plant is 69.5 m3 . The plant is...

The chlorine contact tank of a water treatment plant is 69.5 m3 . The plant is treating water at flow rate of 123456 m3 /week.The applied Ct value for 99.9% removal of Giardia protozoa is about 175 mg.min/L to achieve current drinking water standards. The new water standards need 99.999% removal of the same microbe to save population from Giardia infection. What would be the new chlorine dosage (mg/L) to satisfy the new water standard? Assume no infrastructure change.

Homework Answers

Answer #1

please like my answer it keeps me motivate to help you thank you.... If you have any doubts please comment i will be happy to help you thank you.....

Know the answer?
Your Answer:

Post as a guest

Your Name:

What's your source?

Earn Coins

Coins can be redeemed for fabulous gifts.

Not the answer you're looking for?
Ask your own homework help question
Similar Questions
A new water treatment plant will treat a maximum flowrate of 95,000 m3 /d. You have...
A new water treatment plant will treat a maximum flowrate of 95,000 m3 /d. You have been asked to design the chlorine contact basin. The plant must achieve 0.5 log inactivation of Giardia lamblia cysts with chlorine. The CT value for 0.5 log removal at the design conditions is 36 mg-min/L. The chlorine residual leaving the basin will be 1.5 mg/L. a. Calculate the required volume of the chlorine contact basin if the basin is baffled so that the t10/τ...
6. (1) A water treatment plant applies chlorine for disinfection so that 10 mg/L chlorine is...
6. (1) A water treatment plant applies chlorine for disinfection so that 10 mg/L chlorine is achieved immediately after mixing. The volume of water treated each day is 25,000,000 gal. What is the mass of chlorine needed by this plant every day? (2) The disinfection takes place in a contact tank which is a CSTR at steady state. Chlorine concentration in the contact tank is constant at 3 mg/L. Effluent of this contact tank will enter drinking water distribution systems...
A new disinfection system is being designed for a treatment plant with a flow of 400...
A new disinfection system is being designed for a treatment plant with a flow of 400 m3/min. The desired chlorine concentration in the treated water is 7 mg/L. (a) It is proposed to inject a concentrated chlorine feed solution into the main flow. If the chlorine concentration in the feed solution is 150 mg/L, what flowrate is required? (b) If the applicable Ct factor is 180 mg-min/L, what volume of chlorine contact chamber is needed? (c) State whether the chlorine...
Design high-rate sedimentation tank(s) for a water treatment plant using plate settlers. 1. Design the rectangular...
Design high-rate sedimentation tank(s) for a water treatment plant using plate settlers. 1. Design the rectangular sedimentation tank(s), including launders and sludge collection mechanism. 2. Design the countercurrent plate settlers, including length, angle, and distance between plates (to achieve 100% removal of the target particle described below). 3. Draw a cross-section of the sedimentation tank with dimensions, indicating the concrete walls, main pipes, launders, plate settlers. 4. Quantify/discuss the improvement(s) that may result from installing the plate settlers. Inputs: Design...
Problem #3: Biochemical Oxygen Demand (BOD) and Stream Quality A wastewater treatment plant designed for a...
Problem #3: Biochemical Oxygen Demand (BOD) and Stream Quality A wastewater treatment plant designed for a community of 45,000 people has a flow of 100 gal/person/day and a BOD5 loading of 0.2 lb/person/day. The upstream characteristics of the receiving waters are: stream flow rate = 20 cfs and BOD5 = 2 mg/L The water quality standards require the in-stream BOD5 to be less than 7 mg/L in this stretch of the river. The minimum BOD removal efficiency that the treatment...
ADVERTISEMENT
Need Online Homework Help?

Get Answers For Free
Most questions answered within 1 hours.

Ask a Question
ADVERTISEMENT