Question

In: Civil Engineering

A wastewater treatment plant, which serves a population of 300,000 people, receives an average daily volume...

A wastewater treatment plant, which serves a population of 300,000 people, receives an average daily volume of 24 million gallons per day (MGD) at an average influent 5-day biochemical oxygen demand concentration of 200 mgBOD5/L and an average influent total suspended solids concentration of 220 mgTSS/L. The plant operates a primary sedimentation process that remove 65% of the incoming TSS and 35% of the incoming BOD5%. This process is followed by a secondary treatment process before discharge to the local waters.

9. What is plant average BOD5 loading? (answer will be given in the unit of !#. /01!") ,"-

  1. Knowing the primary treatment BOD5 removal efficiency and the plant combined primary and secondary BOD5 removal efficiency. How much BOD5 is removed during secondary

    treatment every day? (answer will be given in !#. /01!") ,"-

  2. The biomass is quantified in terms of volatile suspended solids concentration (VSS) . For example, if the content of a biological reactor has a VSS concentration of 2000 mgVSS/L, it is estimated that there is 2,000 mg of biomass per Liter of reactor.
    With that said, what will be the expected secondary treatment biomass production if the

    net biomass yield is 0.3 lb VSS/lb of BOD5 removed)? (answer will be given in !#. 633") ,"-


1. What is the flow contributed by each habitant? (answer will be given in the unit of ! !"# ")
$%&'() . ,"-
2. What is the plant BOD5 mass loading contributed by each habitant? (answer will be given in the unit of ! #. /01! ")
$%&'() . ,"-
3. What is the plant TSS mass loading contributed by each habitant? (answer will be given
in the unit of ! #. 233 ") $%&'() . ,"-
4. What is the average influent total dissolved solids (TDS) concentration if the average influent total solids (TS) concentration is measured at 650 mg/L? (answer will be given in
the unit of !4! 213")) 5
5. Is it expected that the primary sedimentation process removes the solids that are measured as TDS? (answer will be given as yes or no)
6. What is the expected primary sedimentation process average effluent TSS concentration? (answer will be given in the unit of !4! 233")
5
7. What is the expected primary sedimentation process average effluent BOD5
concentration? (answer will be given in the unit of !4! /01!") 5
8. What is the plant combined primary and secondary treatment process average BOD5 removal efficiency if the final effluent discharged in the local waters has a concentration of 12 mgBOD5/L? (answer will be given in % removal)

Solutions

Expert Solution


Related Solutions

A wastewater treatment plant serves 5,000,000 people. Each person on the average produces 0.1m^3 per person...
A wastewater treatment plant serves 5,000,000 people. Each person on the average produces 0.1m^3 per person per day of wastewater. If the ultimate BOD of the discharge from the plant is 50 mg/L into a 5-meter deep stream that has an average flow rate of 10m^3 per second, a velocity of 1 meter per second, and a BOD value of 5 mg/L. The deoxygenation constant Kd is 0.19/day, and DO at the mix point is 8.5 mg/L. The water temperature...
Consider the design of a wastewater treatment plant (WWTP) for a community with average daily and...
Consider the design of a wastewater treatment plant (WWTP) for a community with average daily and peak hourly wastewater design flows of 7570 m3/day and 18925 m3/day. The raw sewage has an average of 240 mg/L BOD5 and 270 mg/L of suspended solids. (a) Assume that the primary sedimentation process removes 55% of the suspended solids and 35% of the BOD5 of the raw sewage. Determine the SS and BOD5 concentrations in the primary sedimentation effluent flow. (1 mark) The...
. The average flow of wastewater into the Metropolitan Wastewater Treatment Plant is 180 MGD. What...
. The average flow of wastewater into the Metropolitan Wastewater Treatment Plant is 180 MGD. What is the loading of total solids in this wastewater (lbs/day)? What is the loading of volatile solids in this wastewater (lbs/day)?
Wastewater Engineering: Find out which water treatment plant serves your home, draw a diagram including each...
Wastewater Engineering: Find out which water treatment plant serves your home, draw a diagram including each of the main components of the process. Describe the objective of each of the individual components.
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...
A municipal wastewater treatment plant discharges 20,000 m3/d of treated wastewater to a stream. The wastewater...
A municipal wastewater treatment plant discharges 20,000 m3/d of treated wastewater to a stream. The wastewater has a BOD5 of 30 mg/L with a k1 of 0.23 d-1. The temperature of the wastewater is 20 oC, and the dissolved oxygen is 2.0 mg/L. The stream just above the point of wastewater discharge flows at 0.65 m3/s, has a BOD5 of 5.0 mg/L, and is 90% saturated with oxygen. The temperature of the stream is also 20 oC. After mixing, the...
Your task is to build a wastewater treatment plant to handle all of the domestic wastewater...
Your task is to build a wastewater treatment plant to handle all of the domestic wastewater produced by a housing estate. Using population equivalent, PE = 65000, design, describe and calculate briefly the sizes of all the unit processes in the treatment plant that are going to be built. You may assume the value that is not given.
A municipal wastewater treatment plant is designed for COD removal and nitrification. The wastewater characteristics and...
A municipal wastewater treatment plant is designed for COD removal and nitrification. The wastewater characteristics and kinetic coefficients are described in the table below. The aeration tank DO concentration is 2.0 mg/L and MLSS concentration is 2500 mg/L. The temperature is 15C. Assume that the concentration of influent NH4-N that is nitrified accounts for 80% of influent TKN. Calculate the following parameters as a function of SRT (i.e., derive mathematical expressions of the following parameters as a function of SRT,...
Your task is to build a wastewater treatment plant to handle all of the domestic wastewater...
Your task is to build a wastewater treatment plant to handle all of the domestic wastewater produced by a housing estate. Using population equivalent, PE = 65000, design, describe and calculate briefly the sizes of all the unit processes in the treatment plant that are going to be built. You may assume the value that is not given.
Your task is to build a wastewater treatment plant to handle all of the domestic wastewater...
Your task is to build a wastewater treatment plant to handle all of the domestic wastewater produced by a housing estate. Using population equivalent, PE = 65000, design, describe and calculate briefly the sizes of all the unit processes in the treatment plant that are going to be built. You may assume the value that is not given.
ADVERTISEMENT
ADVERTISEMENT
ADVERTISEMENT