Question

In: Civil Engineering

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 concentration fully saturation level (11 mg/L)

Solutions

Expert Solution


Related Solutions

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...
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...
You have wastewater plant discharging into a clean river. The BOD of the Wastewater flow is...
You have wastewater plant discharging into a clean river. The BOD of the Wastewater flow is 300 mg/L, the wastewater flow is 15 m3/sec, the river flow upstream of the mixing point is 120 m3/sec and BOD upstream of river is 0. The DO of the river at the mixed point is 8 mg/L and the saturation DO in the river would be 10 mg/L, the deoxygenation rate coefficient is 0.30/day and the reaeration constant is 0.90/day. The river is...
Maximum instantaneous discharges of a river from 1926 to 1951 are given in Table. First, determine...
Maximum instantaneous discharges of a river from 1926 to 1951 are given in Table. First, determine average, variance, skewness, PDF and CDF of this time-series. Secondly, fit probability distributions of exponential, normal and Pearson and find out which one is the better. Calculate the flood discharges during the next 5, 10 and 50 years. Q value: 190.46 / 258.94 / 178.57 / 383 / 424 / 83.48 / 244.79 / 314.13 / 179.99 / 390.54 / 1132 / 288.66 /...
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.
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 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,...
An agricultural runoff diversion system discharges into a small river. The runoff has thefollowing characteristics: flow...
An agricultural runoff diversion system discharges into a small river. The runoff has thefollowing characteristics: flow = 100 m3/min, DO = 3 mg/L, and BOD = 150 mg/L. The riverflows at1000 m3/min and has zero BOD and 9 mg/L of DO. Given that saturation DO is 9.5mg/L, kd is 0.4 day-1, and the ka is 0.7 day-1, calculate the DO and BOD remaining in the stream1.5 days after the discharge event.
An environmental activist research group collects 16 samples from a wastewater effluent stream of a chemical...
An environmental activist research group collects 16 samples from a wastewater effluent stream of a chemical plant in Bhopal (India) and measures the concentration of a potent cyanide-based toxin. Their results yield a mean concentration of ?. ? ?pm with a sample variance of ?. ?5 ???^?. It may be assumed that the data are the realization of a normally distributed random variable. (a) What is the two-sided 98% confidence interval for the measured toxin concentration in the effluent stream?...
One method of removing phosphate from wastewater effluent is to precipitate itwith aluminium sulfate (alum). A...
One method of removing phosphate from wastewater effluent is to precipitate itwith aluminium sulfate (alum). A possible stoichiometry (but not exact because aluminium andphosphate can form many different chemical materials) is: 2 PO43- + Al2(SO4)3  2 AlPO4 + 3 SO42- If the concentration of phosphate (PO43-) is 30 mg/L, how many kg of alum must be purchased annually to treat 40L/s of wastewater? How many kg/yr of solid precipitate will be formed (drybasis) if all of the phosphate is...
ADVERTISEMENT
ADVERTISEMENT
ADVERTISEMENT