Question

In: Chemistry

The treated effluent from a wastewater treatment plant contains ammonium (NH4+) at 76.0 mg NH4+-N/L and...

The treated effluent from a wastewater treatment plant contains ammonium (NH4+) at 76.0 mg NH4+-N/L and nitrate at 22.0 mg NO3--N/L. Convert these concentrations to mg NH4+/L and mg NO3-/L.

Solutions

Expert Solution

We have (NH4+) at 76.0 mg NH4+-N/L and (NO3) at 22.0 mg NO3--N/L
The term NH4+-nitrogen (NH4+-N) refers to the weight of nitrogen atom within the NH4+ ion
Similarly, the term NO3--nitrogen (NO3--N) refers to the weight of nitrogen atom in the NO3- ion.


Molecular weight of nitrate ion(NO3-) = 62 g/mol
Ammonia(NH4+) ion weight = 18.04 g/mol

Therefore,

mg NH4+/L = (76.0 mg- N/L)(1 mol N/14g N) (1 mol NH4+/1 mol N) (18.04 g NH4+/mol NH4+)
       = 97.93 mg/L

mg NO3-/L = (22.0 mg- N/L)(1 mol N/14g N) (1 mol NO3-/1 mol N) (62 g NO3-/mol NO3-)
       = 97.43 mg/L      
       


Related Solutions

2.The treated effluent from a wastewater treatment plant contains ammonium (NH4+) at 76.0 mg NH4+-N/L and...
2.The treated effluent from a wastewater treatment plant contains ammonium (NH4+) at 76.0 mg NH4+-N/L and nitrate at 22.0 mg NO3--N/L. Convert these concentrations to mg NH4+/L and mg NO3-/L. For the data provided in question 2, express the ammonium and nitrate concentrations in (a) molar units, and (b) ppmm NH4+ and ppmm NO3-.
A wastewater treatment plant with activated-sludge process treats wastewater for 120,000 m3/d. The effluent standard for...
A wastewater treatment plant with activated-sludge process treats wastewater for 120,000 m3/d. The effluent standard for both BOD and TSS is 20 mg/L. Influent TSS concentration is 450 mg/L and influent BOD concentration is 220 mg/L. MLSS concentration is 3500 mg/L (Assume no nitrification and temperature is 20°C). Determine: (20 pts) (a) Influent BOD and TSS concentration to the aeration tank if the treatment efficiencies in primary clarifier are 30% and 70% for BOD and TSS, respectively. (b) Determine sludge...
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...
Wastewater plant discharges effluent in river from the center. Characteristics of River and wastewater is given...
Wastewater plant discharges effluent in river from the center. Characteristics of River and wastewater is given in Table below. Velocity of River V= 10 cm/s, After intial mix, Dissolved-oxygen concentration C0 = 9.5 mg/L, Saturation Dissolved-oxygen concentration at 15 C Cs= 11 mg/L, Deoxgenation rate at 20 C k1,20 = 0.55 per day, Reoxgenation rate at 20 C k2,200= 0.85 per day Temperature of River Tr=12 C BOD load L0=25 mg/L How long (in days) it takes to reach DO...
A wastewater containing 150 mg/l chlorobenzene is treated in a laboratory adsorption unit using a PVC...
A wastewater containing 150 mg/l chlorobenzene is treated in a laboratory adsorption unit using a PVC column, 1.0 inch internal diameter, to an effluent concentration of 15 mg/l . Service times, and throughput volumes at specified depths and flowrates associated with a breakthrough concentration of 15.0 mg/l are given in table 1. table1 : result of adsorption column experiment Loading rate,gpm/ft2   Bed depth,ft Throughput volume, gal Time, hr loading rate gpm/ft2 bed depth ft throughput volume, gal time, hr 2.5...
A wastewater containing 150 mg/l chlorobenzene is treated in a laboratory adsorption unit using a PVC...
A wastewater containing 150 mg/l chlorobenzene is treated in a laboratory adsorption unit using a PVC column, 1.0 inch internal diameter, to an effluent concentration of 15 mg/l . Service times, and throughput volumes at specified depths and flowrates associated with a breakthrough concentration of 15.0 mg/l are given in table 1. table1 : result of adsorption column experiment Loading rate,gpm/ft2   Bed depth,ft Throughput volume, gal Time, hr loading rate gpm/ft2 bed depth ft throughput volume, gal time, hr 2.5...
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,...
how is sludge treated differently in water treatment vs wastewater treatment?
how is sludge treated differently in water treatment vs wastewater treatment?
The wastewater treatment plant will also treat wastewater originating from the industrial activity of textile mills...
The wastewater treatment plant will also treat wastewater originating from the industrial activity of textile mills in the future. proposed and describe appropriate unit processes that can be added to the plant.
 A wastewater contains 8 mg/L O2, 10-3 mol/L NO3 - , and 10-2 mol/L organic...
 A wastewater contains 8 mg/L O2, 10-3 mol/L NO3 - , and 10-2 mol/L organic matter [CH2O] (no significant exchanges with atmosphere occur) After bacterial metabolism is complete, which of the following statements will be true? a) No [CH2O] remains b) Some O2 remains c) Some NO3 - remains d) Denitrification consumed more [CH2O] than respiration e) The composition of water remains unchanged
ADVERTISEMENT
ADVERTISEMENT
ADVERTISEMENT