Question

A coagulation treatment plant with a flow of 0.5 m3/s is dosing alum at 20 mg/l....

A coagulation treatment plant with a flow of 0.5 m3/s is dosing alum at 20 mg/l.
Concentration of suspended solid is 25 mg/l. The effluent suspended solid
concentration is 12 mg/l. The sludge content is 1 % and specific gravity of sludge
is 3 %. What volume of sludge must be disposed of each day?

Homework Answers

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 surface water treatment plant treats a 6,000 L/day flow with alum coagulation, identified by the...
A surface water treatment plant treats a 6,000 L/day flow with alum coagulation, identified by the following stoichiometric reaction: Al2(SO4)3 ∙ 14 H2O + 6HCO3- ↔ 2Al(OH)3 (s) + 6 CO2 + 14 H2O + 3 SO42- Molecular weights (g/mol): Al2(SO4)3 ∙ 14 H2O  =   594.5 HCO3-  =  61 Al(OH)3  =  78 SO42-  =  96.1 Jar tests indicate that 55 mg/L of alum are required to optimally treat the surface water. Removal of approximately 20.2 mg/L of suspended solids also occurs in this sytem. Estimate the mass of...
The volumetric flow to the ACME wastewater treatment plant is 25 MGD. The influent soluble BOD5...
The volumetric flow to the ACME wastewater treatment plant is 25 MGD. The influent soluble BOD5 is 200 mg/L and the effluent soluble BOD5 is 8 mg/L. The plant is designed to operate with a mean cell (biomass) residence time of 10 days. The yield coefficient is 0.6 mg biomass/mg substrate, and the biomass decay rate is 0.09/day. The reactor is to operate at a biomass concentration of 2500 mg/L. The thickened underflow biomass concentration from the secondary clarifier is...
The town of Camp Verde has been directed to upgrade its primary Waste Water Treatment Plant...
The town of Camp Verde has been directed to upgrade its primary Waste Water Treatment Plant (WWTP) to a secondary plant that can meet an effluent standard of 25 mg/L BOD5 and 30 mg/L suspended solids. They have selected a completely mixed activated sludge system for the upgrade. The existing primary treatment plant has a flow rate of 0.029 m3/s. The effluent from the primary tank has a BOD5 of 240 mg/L. Using the following assumptions, estimate the required volume...
A water treatment plant with an average flow of Q = 0.044 m3/second treats its water...
A water treatment plant with an average flow of Q = 0.044 m3/second treats its water with alum (Al2 (SO4)3 • 14H2O) at a dose of 25 mg/L. Alum coagulation is used to reduce the concentration of natural organic matter and reduce the alkalinity of water according to the equation given below. Find the total mass of alkalinity consumed. Assume all alkalinity to be bicarbonate. (10 points) Al2(SO4)3 • 14H2O + 6HCO3- 2Al(OH)3 (s) + 6CO2 + 14H2O + 3SO2-4
A wastewater treatment plant that treats wastewater to secondary treatment standards uses a primary sedimentation process...
A wastewater treatment plant that treats wastewater to secondary treatment standards uses a primary sedimentation process followed by an activated sludge process composed of aeration tanks and a secondary clarifiers. This problem focuses on the activated sludge process. The activated sludge process receives a flow of 15 million gallons per day (MGD). The primary sedimentation process effluent has a BOD5 concentration of 180 mgBOD5/L (this concentration is often referred as S). Before flowing into the activated sludge process, the primary...
Determine the mass and volume of sludge produced and the volume of sludge as a percentage...
Determine the mass and volume of sludge produced and the volume of sludge as a percentage of the total flow from the use of alum [Al2(SO4)3·18H2O] for the removal of turbidity. Assume the following conditions apply: (1) flow rate is 0.05 m3/s, (2) average raw-water turbidity is 45 NTU, and (3) average alum dose is 40 mg/L, sludge solids concentration is 5 percent with a corresponding specific gravity of 1.05, and temperature is 10◦C. Assume the ratio between total suspended...
If the F/M of a 0.44 m3/s completely mixed activated sludge plant is 0.20 mg/mg.d, the...
If the F/M of a 0.44 m3/s completely mixed activated sludge plant is 0.20 mg/mg.d, the influent BOD5 after primary settling is 180 mg/L, and the MLVSS is 3,200 mg/L, Calculate the following:(you can assume any missing data) The volume of the aeration tank? The HRT The cell residence time The recirculated sludge The waste activated sludge produced each day from the plant in kg/d The mass of oxygen to be supplied (kg/d).
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...
Sooner City Reclamation Plant is a completely mixed activated sludge process designed to treat 20,000 m3/d...
Sooner City Reclamation Plant is a completely mixed activated sludge process designed to treat 20,000 m3/d of domestic wastewater having an influent BOD5 concentration of 350 mg/L (assume a 28.6% reduction in during primary treatment). Use typical activated sludge kinetic constants except for kd = 0.06 1/d. Assume that the MLVSS concentration in the aeration basin is maintained at 3,000 mg/L and the ratio of VSS:TSS is 0.75. Permit requires that the effluent BOD5 and TSS concentrations do not exceed...
A waste stream has a dissolved oxygen concentration of 1.5 mg/L, a flow of 0.5 m3...
A waste stream has a dissolved oxygen concentration of 1.5 mg/L, a flow of 0.5 m3 /s, a temperature of 26°C, and an ultimate BOD (or BODu) of 48 mg/L. The waste stream is discharged into a river that is running at 2.2 m3 /s at a saturated DO, a temperature of 12°C, and an ultimate BOD of 1.6 mg/L. A) Calculate the mixing (a) temperature and (b) ultimate BOD for the river water immediately after discharge of the waste...
ADVERTISEMENT
Need Online Homework Help?

Get Answers For Free
Most questions answered within 1 hours.

Ask a Question
ADVERTISEMENT