Sketch the dissolved oxygen sag curve a (100-km) (D20.40.80.100) reach of the stream below the discharge?
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- A tannery with a wastewater flow of 0.011 m3/s and a BOD5 of 590 mg/L discharges into the Cattaraugus Creek (Nemerow, 1974). The creek has a 10-year, 7-day low flow of 1.7 m3/s. Upstream of the tannery, the BOD5 of the creek is 0.6 mg/L. The BOD rate constants k are 0.115 d21 for the tannery and 3.7 d21 for the creek. The temperature of both the creek and the tannery wastewater is 208C. Calculate the initial ultimate BOD after mixing. Answers: LoTannery 5 1,349.2 mg/L, LoCreek 5 0.6 mg/L, La 5 9.27 or 9 mg/LPoorly treated municipal wastewater is discharged to a stream. The river flow rate upstream of the discharge point is Qus = 8.7 cubic meters per second. The discharge occurs at a flow of Qd = 0.9 cubic meters per second and has a BOD concentration of 50 mg/L. Assuming that the upstream BOD concentration is negligible. (a) What is the BOD concentration just downstream of the discharge point, after mixing? (b) If the stream has a cross-sectional area of 10 square meters, what would the BOD concentration be 50 km downstream? BOD is removed with a first-order decay rate constant equal to 0.20/day.A wastewater treatment plant serves a city with a total population of 50000. The total service area for the treatment plant is 100 km2. The wastewater flow is 300 L/cap.d. During the wet weather conditions, the expected infiltration/inflow for the city is 3800 L/Ha.d. Estimate the peak flow for this treatment plant (m3/d).
- Two communities, A and B, are found on two opposite sides of flowing river with a 9.10 m3 /s rate of volumetric flow, an uniform average speed of 0.25 m/s, an average depth of 4.0 m, an average temperature of 13°C, a chloride concentration of 8.0 mg/L, a 5.0 mg/L concentration of ultimate BOD, and an 8.0 mg/L concentration of dissolved oxygen. Both communities continuously discharge wastewater at the same point in the river where instantaneous mixing is assumed. The discharge of community A, which has an ultimate BOD of 48.2 mg/L and a dissolved oxygen concentration of 2.50 mg/L, is 2.10 m3 /s. On the other hand, community B discharges 1.80 m3 /s of wastewater, which has an ultimate BOD of 62.9 mg/L and a dissolved oxygen concentration of 1.50 mg/L. Just downstream of the downfall of both point sources, the deoxygenation rate constant is observed to be 0.22 day-1 . (a) What are the ultimate BOD and the initial oxygen deficit of the river and wastewater mixture just downstream of the…The town of Pittsburgh discharges 0.126 m3/s of treated wastewater intoCherry Creek. The BOD5 of the wastewater is 34 mg/L. Cherry Creek hasa 10-year, 7-day low flow of 0.126 m3/s. Upstream of the wastewater outfallfrom Pittsburgh, the BOD5 is 1.2 mg/L. The BOD rate constants k are0.222 d21 and 0.090 d21 for the wastewater and creek respectively. Thetemperature of both the creek and the municipal wastewater is 208C. Calculatethe initial ultimate BOD after mixing.A tannery of processing plant with a wastewater flow of 0.011 cu.m/s and a BOD5 of 590 mg/L discharges into the river. The river has a 10 year, 7-day low flow of 1.7 cu.m./s. Upstream of the tannery, the BOD5 of the river is 0.6 mg/L. The BOD rate constants (k) are 0.115 day-1 for the tannery and 3.7 day-1 for the river. Calculate the ultimate BOD of the tannery wastewater, in mg/L. a. 1,972 mg/L b. 2,155 mg/Lc. 1,350 mg/L d. 1,264 mg/Le. None of these
- ENVIRONMENTAL ENGINEERING-WATER POLLUTION: The ultimate BOD of a river just below a sewage outfall is 50.0 mg/L, and the DO is at the saturation values of 10.0 mg/L. The deoxygenation rate coefficient, kd is 0.30/day, and the reaeration coefficient, kr is 0.90/day. The river is flowing at a speed of 48 miles per day. The only source of BOD on this river is this single outfall. FIND: The critical distance downstream at which DO is a minimum. The minimum DO. If a wastewater treatment plant is to be built, what fraction of BOD would have to be removed from the sewage to assure a minimum of 5.0 mg/L everywhere downstream?A tannery with a wastewater flow of 0.011 m½ and a BOD; of 590 mg/L discharges into a creek. The creek has a 10-year, 7-day low flow of 1.7 m^3/s. Upstream of the tannery, the BOD5 of the creek is 0.65 mg/L. The BOD rate constant k is 0.115 d-^1for the tannery and 3.7 d-^1 for the creek. The temperature of both the creek and the tannery is 20°C. Calculate the initial ultimate BOD after mixing.A small industrial plant discharges wastewater into a stream. The plant discharge has a flow rate of 0.2 m3/s and a BODu concentration of 40 mg/L. The stream receiving the discharge has a flow rate of 1.3 m3/s and a BODu of 6 mg/L. Downstream of the discharge point, the velocity in the stream is 0.15 m/s. Assuming no other sources of BOD enter the stream, what is the BODu remaining in the stream 10 km downstream of the plant discharge? Use k = 0.23 day-1.
- Wastewater of 30ft3/s with a biochemical oxygen demand (BOD) of 55mg/l, and dissolved oxygen (DO) of 3.3mg/l enters a river where the flow is 125ft3/s with an ultimate BOD of 7.0 mg/l, and DO of 6.8mg/l. The downstream has an average velocity of 0.8ft/s. i . Calculate the minimum DO level and its distance in miles downstream using the oxygen sag equation. Assume k1 = 0.046 per day and k2 = 0.304 per day. The saturation DO = 8.5mg/l. (1 mile = 5280ft) ii. At what distance downstream would the DO level of the river be equal to 6.10 mg/l? iii. How much should the wastewater DO be increased to maintain a minimum DO of 4.8mg/l anywhere along the river. Assuming that the BOD of the wastewater and the river flow remains the same?Three reservoirs are connected at a junction, P, as shown. Reservoir A, whose surface elevation is at 60.0 metersfrom a given datum, discharges water at a rate of Q1 to junction P. Reservoir B, whose surface elevation is at 20.0m, then receives water from the junction at a rate of Q2, while Reservoir C, whose surface elevation is at 0.0 m,then receives water from the same junction at a rate of Q3. The head loss as fluid travels through the pipe fromreservoir A to the junction is hL1. The head loss as the fluid travels from the junction to reservoir B is hL2 and thehead loss as the fluid travels from the junction to reservoir C is hL3. (a) Setup the continuity equation at the junction.(b) What is the total head loss, in meters (give the numeric value), as water travels from reservoir A to reservoir B?(c) Similarly, what is the total head loss, in meters (give the numeric value), as water travels from reservoir A toreservoir C?A small town discharges its sewage effluent in a nearby river. The river has an initial background BOD of 23.5 mg/L.The oxygen deficit just upstream from the point of discharge of the sewerage is 4 mg/L. The river is flowing at aspeed of 43 km/day. You have been asked to determine the impact of this town’s sewerage discharge on the rivergiven that the deoxygenation rate coefficient kd is 0.3/day, and the reaeration rate coefficient kr is 0.5/day.a) A sensitive fish species inhabits the river 120 km from the point of discharge. Determine if the impact of theBOD will have led to the minimum DO before or after the location of the fish species.b) Find the minimum DO due to the effluent discharge.c) Discuss the oxygen deficit in relation to the location of the fish species and whether the fish are at risk due tothe discharge upstream.