Question

In: Civil Engineering

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 flowing 50 km/day and has no other BOD sources. (A) Find the critical distance downstream where BOD is a minimum, (B) Find the minimum DO at this point. (C) Draw a curve roughly to show the DO curve shape from the location of the mixing point downstream: your Y axis should be DO, your X axis should be distance, show the DO saturation line, the Do, the critical point distance, and DOmin.

Solutions

Expert Solution


Related Solutions

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...
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,...
A conventional activated-sludge plant treats 10.0 MGD of municipal wastewater with a BOD concentration of 240...
A conventional activated-sludge plant treats 10.0 MGD of municipal wastewater with a BOD concentration of 240 mg/l and suspended solids of 200 mg/l. The sludge flow pattern is shown in Figure 11-1 of the textbook with a gravity belt thickener to concentrate the excess activated sludge. Primary and thickened activated sludge are pumped separately to the anaerobic digester. The primary clarifier removes 50% of the suspended solids and 35% of the BOD. The primary sludge solids content is 4.0%. The...
A conventional activated-sludge plant treats 10.0 MGD of municipal wastewater with a BOD concentration of 240...
A conventional activated-sludge plant treats 10.0 MGD of municipal wastewater with a BOD concentration of 240 mg/l and suspended solids of 200 mg/l. The sludge flow pattern is shown in Figure 11-1 of the textbook with a gravity belt thickener to concentrate the excess activated sludge. Primary and thickened activated sludge are pumped separately to the anaerobic digester. The primary clarifier removes 50% of the suspended solids and 35% of the BOD. The primary sludge solids content is 4.0%. The...
A new wastewater treatment plant was built to treat the wastewater flow 800,000 gpd. The capital...
A new wastewater treatment plant was built to treat the wastewater flow 800,000 gpd. The capital cost to build the wastewater treatment plant was $6,000,000. The annual operation and maintenance costs of operating the plant is $700,000/year. Estimate the cost of treating 1000 gallons of wastewater ($/1000 gallon). Assume the design life as 20 years and interest rate of 4%.
The total flow at a wastewater treatment plant is 682 m3/day. The purpose of the plant...
The total flow at a wastewater treatment plant is 682 m3/day. The purpose of the plant is to remove compound Z from the wastewater by treating it in reactors, using a newly developed microbial process. Assume the microbial treatment can be modeled as a first order reaction with a rate coefficient of 0.36/h. Suppose the flow is split evenly and treated in two parallel reactors– one complete mix and one plug flow -- each with a volume of 88 x...
A wastewater treatment plant has a rupture in one of their flow tubes, thereby leading to...
A wastewater treatment plant has a rupture in one of their flow tubes, thereby leading to the discharge of waste material into a local lake system. The rupture goes unnoticed for a long enough time that the concentration of the waste in the lake reaches a steady state. Assume that the lake can be modeled as a continuously stirred tank reactor, with inflow, outflow, and complete mixing, and that the lake flows so that the volume remains constant at 107...
The City of Columbus recently issued an NPDES permit to a beer brewery discharging wastewater at...
The City of Columbus recently issued an NPDES permit to a beer brewery discharging wastewater at a flowrate of 0.15 m3/sec into Buckeye Creek (flowrate = 0.25 m3/sec), such that BOD5 of immediately after discharge must not exceed 2.5 mg/L. Upstream of the discharge, BOD5 in Buckeye Creek was measured at 1.5 mg/L. BOD decay rate constants were measured separately for the upstream creek (k = 2 d-1), the wastewater effluent (k = 0.2 d-1), and the downstream creek after...
Which wastewater treatment process is responsible for the removal of most of the BOD in sewage?
Which wastewater treatment process is responsible for the removal of most of the BOD in sewage?
Q3. You have been selected to design a secondary wastewater treatment plant for a municipality in...
Q3. You have been selected to design a secondary wastewater treatment plant for a municipality in Amman of 15,000 people which has some industry that discharges wastewater to the municipal sewer system. The average daily wastewater flow is 2.1 MGD (million gallon/d) and the raw sewage entering the WWTP has an average BOD5 of 240 mg/L and average suspended solids of 260 mg/L. If the average domestic per capita sewage flow is 115 gpcd, what is the average flow of...
ADVERTISEMENT
ADVERTISEMENT
ADVERTISEMENT