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Download GTU BE/B.Tech 2018 Winter 7th Sem New 2173513 Newer Waste Water Treatment Systems Question Paper

Download GTU (Gujarat Technological University) BE/BTech (Bachelor of Engineering / Bachelor of Technology) 2018 Winter 7th Sem New 2173513 Newer Waste Water Treatment Systems Previous Question Paper

This post was last modified on 20 February 2020

GTU BE/B.Tech 2018 Winter Question Papers || Gujarat Technological University


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Subject Code: 2173513

GUJARAT TECHNOLOGICAL UNIVERSITY

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BE - SEMESTER-VII (NEW) EXAMINATION - WINTER 2018

Subject Name: Newer waste water treatment systems

Time: 10:30 AM TO 01:00 PM

Date: 03/12/2018

Total Marks: 70

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Instructions:

  1. Attempt all questions.
  2. Make suitable assumptions wherever necessary.
  3. Figures to the right indicate full marks.
Q.1 (a) Explain characteristics of Membrane Process. MARKS 03
(b) Explain in detail mechanism of disinfection. 04
(c) Define the following:
  1. Sewage
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  3. Putrescible Decay
  4. Standards
  5. Impounded Reservoir
  6. Sewerage
  7. Invert
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  9. Advanced Oxidation Process
07
OR
Q.1 (a) Is Ion Exchange applied for removal of Heavy Metals? Justify the same 03
(b) Explain in detail method to Design of sewer. 04
(c) Explain in detail all the technologies to produce Hydroxyl Radical. 07
Q.2 (a) Explain in detail Softening Process. 07
OR
Q.2 (a) Describe in brief Dissolved Air Floatation. 03
(b) Describe in brief Hydrodynamic Cavitation. 04
(c) Explain in detail all methods of Neutralization. 07
Q.3 (a) Explain Primary Treatment with a neat flow diagram. 03
OR
Q.3 (a) What is the difference between unit operation and unit process. 04
(b) Explain in detail Activated Sludge Process with its Removal Mechanism. 07
Q4 (a) What are Chemical and Physical Agents of Disinfection. 03
(b) Describe in brief Fenton Process. 04
(c) Explain in detail Colloidal Stability with a neat diagram. 07
OR
Q4 (a) Explain Rapid Sand Filter and Slow Sand Filter. 03
(b) What are the factors affecting Adsorption Process. 04
(c) Design the section of a combined circular sewer from the following data:
Area to be served = 150 hectares
Population of the locality = 50,000
Max.Permissible velocity = 3.2 m/sec

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Time of entry = 5 minutes
Time of flow = 20 minutes
Rate of water supply = 270 litres/day/capita
Impermeability factor = 0.45
07
Q.5 (a) Describe Rectangular Sedimentation Tank. 03
(b) Explain concept of removal of pollutants through Anaerobic Process. 04
(c) Explain in detail Nanofiltration and Electrodialysis. 07
OR
Q.5 (a) Explain Application of Ion Exchange for Nitrogen Removal. 03
(b) Explain Aerated and Vortex Grit Chamber 04
(c) There is difference between Advanced Wastewater Treatment and Tertiary Treatment. Justify the Statement. 07

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