Past Year Questions: Treatment of Wastewater

# Past Year Questions: Treatment of Wastewater | Environmental Engineering - Civil Engineering (CE) PDF Download

Q. 1 : Consider the reactor shown in the figure. The flow rate through the reactor is Q m3/h. The concentrations (in mg/L) of a compound in the influent and effluent are C0 and C, respectively. The compound is degraded in the reactor following the first order reaction. The mixing condition of the reactor can be varied such that the reactor becomes either a completely mixed flow reactor (CMFR) or a plug-flow reactor (PFR). The length of the reactor can be adjusted in these two mixing conditions to LCMFR and LPFR while keeping the cross-section of the reactor constant. Assuming steady state and for C/C0 = 0.8, the value of Lcmfr/Lpfr ( round off to 2 decimalplaces )   [2019 : 2 Marks, Set-II]

Ans: 1.12

For (CMFR) completely mixed flow reactor

For (PFR) plug flow reactor

v = constant and
L= vt

Q. 2: A schematic flow diagram of a completely mixed biological reactor with provision for recycling of solids is shown in the figure.

Q, Qr Qw = flow rates, m3/d
Xq, X, Xe, Xu = microorganism concentrations (mixed-liquor volatile suspended solids or MLVSS), mg/L
The mean cell residence time (in days, up to one decimal place) is _______ .    [2018 : 2 Marks, Set-II]

Ans: 7.5 days

Q. 3: The most important type of species involved in the degradation of organic matter in the case of activated sludge process is  [2017 : 1 Mark, Set-II]
(a) autotrophs
(b) heterotrophs
(c) prototrophs
(d) photo-autotrophs

Ans: (b)
Activated sludge process is designed primarily for satisfaction of carbonaceous BOD which is done by heterotrophs.

Q. 4: The wastewater having an organic concentration of 54 mg/l is flowing at a steady rate of 0.8 m3/day through a detention tank of dimensions 2m x 4 m x 2 m. If the contents of the tank are well mixed and the decay contant is 0.1 per day, the outlet concentration (in mg/l, up to one decimal place) is _______ . [2017 : 2 Marks, Set-I]

Ans: 18 mg/l

Q= 0.8 m3/d

Detention time,

Q. 5: Match the items in Group-I with those in Group-ll and choose the right combination    [2016 : 1 Mark, Set-I]

Group-I
P. Activated sludge process
Q. Rising of sludge
R. Conventional nitrification
S. Biological nitrogen removal

Group-ll
1. Nitrifiers and denitrifiers
2. Autotrophic bacteria
3. Heterotrophic bacteria
4. Denitrifiers

(a) P-3, Q-4, R-2, S-1
(b) P-2, Q-3, R-4, S-1
(c) P-2, Q-2, R-4, S-1
(d) P-1, Q-4, R-2, S-3

Ans: (a)

Q. 6: In a wastewater treatment plant, Primary Sedimentation Tank (PST) designed at an overflow rate of 32.5 m3/day/m2 is 32.5 m long, 8.0 m wide and liquid depth of 2.25 m. If the length of the weir is 75 m, the weir loading rate (in m3/day/m) is __________ .   [2015 : 2 Marks, Set-II]
Ans: 112.67m3/d/m

Weir length = 75 m

Q. 7: Total Kjcldahl Nitrogen ( IKN) concentration (mg/L as N) in domestic sewage is the sum of the concentration of
(a) organic and inorganic nitrogen in sewage
(b) organic nitrogen and nitrate in sewage
(c) organic nitrogen and ammonia in sewage
(d) ammonia and nitrate in sewage [2015 : 1 Mark, Set-I]
Ans: (c)

Kjehldahl Nitrogen = Organic nitrogen + free ammonia.

Q. 8: The amount of C02 generated (in kg ) while completely oxidizing one kg of CH4 to the end products is ___________ . [2014 : 1 Mark, Set-I]
Ans: 2.75kqCO2

⇒ 16 g of CH4 when completely oxidized leads to 44 g of C02

⇒ 1 kg of CH4 when completely oxidized leads to

Q.9: The dominating microorganisms in an activated sludge process reactor are

[2014 : 1 Mark, Set-II]
(a) aerobic heterotrophs
(b) anaerobic heterotrophs
(d) autotrophs
(d) phototrophs

Ans: (a)

Q. 10: Direction: An activated sludge system (sketched below) is operating at equilibrium with the following information. Waste water related data : flow rate = 500 m3/hour, Influent BOD = 150 mg/L, effluent BOD = 10 mg/L. Aeration tank related data : hydraulic retention time = 8 hours, mean-cell-residence time = 240 hours, volume = 4000 m3, mixed liquor suspended solids = 2000 mg/L.

The mass (in kg/day) of solids wasted from the system is    [2012 : 2 Marks]
(a) 24000
(b) 1000
(c) 800
(d) 33

Ans: (c)

Mean cell recidence time,

Q. 11: Direction: An activated sludge system (sketched below) is operating at equilibrium with the following information. Waste water related data : flow rate = 500 m3/hour, Influent BOD = 150 mg/L, effluent BOD = 10 mg/L. Aeration tank related data : hydraulic retention time = 8 hours, mean-cell-residence time = 240 hours, volume = 4000 m3, mixed liquor suspended solids = 2000 mg/L.

The food-to-biomass (F/M) ratio (in kg BOD per kg biomass per day) for the aeration tank is     [2012 : 2 Marks]
(a) 0.015
(b) 0.210
(c) 0.225
(d) 0.240
Ans: (c)

Given,
Flow rate Q0 = 500 m3/hour
Influent BOD S0 = 150 mg/lit
effluent BOD, = 10 mg/lit.
Hydraulic retention time = 8 hour = 1/3 days
Mean - cell resistance time,
C) = 240 hour = 10 day
M . L . S . S, (X) = 2000 mg/lit.

Q. 12: Direction: The sludge from the aeration tank of the activated sludge process (ASP) has solids content (by weight) of 2%. This sludge is put in a sludge thickener, where sludge volume is reduced to half. Assume that the amount of solids in the supernatant from the thickener is negligible, the specific gravity of sludge solids is 2.2 and the density of water is 1000 kg/m3

What is the solids content (by weight) of the thickened sludge?  [2011 : 2 Marks]
(a) 3.96%
(b) 4.00%
(c) 4.04%
(d) 4.10%

Ans: (a)

Now,

Volume of sludge after thickness

Q. 13: Direction: The sludge from the aeration tank of the activated sludge process (ASP) has solids content (by weight) of 2%. This sludge is put in a sludge thickener, where sludge volume is reduced to half. Assume that the amount of solids in the supernatant from the thickener is negligible, the specific gravity of sludge solids is 2.2 and the density of water is 1000 kg/m3.

What is the density of the sludge removed from the aeration tank?   [2011 : 2 Marks]
(a) 990 kg/m3
(b) 1000 kg/m3
(c) 1011 kg/m3
(d) 1022 kg/m3

Ans: (c)
2% of solids + 98% water→ 100% of sludge letx be the density of sludge.

The document Past Year Questions: Treatment of Wastewater | Environmental Engineering - Civil Engineering (CE) is a part of the Civil Engineering (CE) Course Environmental Engineering.
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## FAQs on Past Year Questions: Treatment of Wastewater - Environmental Engineering - Civil Engineering (CE)

 1. What is wastewater treatment?
Ans. Wastewater treatment is the process of removing contaminants from wastewater, such as household sewage or industrial wastewater, to make it safe for disposal or reuse. It involves physical, chemical, and biological processes to remove pollutants and restore the water to an acceptable quality.
 2. Why is wastewater treatment important?
Ans. Wastewater treatment is important to protect the environment and public health. Untreated wastewater can contain harmful pathogens, chemicals, and pollutants that can contaminate water bodies and pose a risk to human and aquatic life. By treating wastewater, we can reduce the impact on the environment and ensure the water is safe for various purposes.
 3. What are the different methods of wastewater treatment?
Ans. There are several methods of wastewater treatment, including primary treatment, secondary treatment, and tertiary treatment. Primary treatment involves the physical removal of large solids and floating materials. Secondary treatment uses biological processes to break down organic matter. Tertiary treatment further removes remaining contaminants through processes like filtration and disinfection.
 4. How does wastewater treatment contribute to water conservation?
Ans. Wastewater treatment plays a crucial role in water conservation by allowing treated wastewater to be reused. Reclaimed water from wastewater treatment plants can be used for various non-potable purposes like irrigation, industrial processes, and even groundwater replenishment. This reduces the reliance on freshwater sources, conserves water resources, and promotes sustainable water management.
 5. What are the challenges in wastewater treatment?
Ans. Wastewater treatment faces various challenges, including the presence of emerging contaminants like pharmaceuticals and microplastics. Additionally, the aging infrastructure of treatment plants and the increasing demand for water treatment pose challenges. Moreover, the high energy consumption and operational costs associated with wastewater treatment are also important considerations. Continuous research and development are necessary to address these challenges and improve wastewater treatment processes.

## Environmental Engineering

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