UASB Reactor | Environmental Engineering - Civil Engineering (CE) PDF Download

Design of upflow anaerobic sludge blanket reactor (UASB)

UASB Reactor | Environmental Engineering - Civil Engineering (CE)

Figure 4.6.1:  Schematic diagram of up flow anaerobic sludge blanket (UASB)

 

Table 4.6.1. Recommended loading on UASB reactor based on the COD concentration

UASB Reactor | Environmental Engineering - Civil Engineering (CE)

UASB Reactor | Environmental Engineering - Civil Engineering (CE)

Where, COD: Chemical Oxygen Demand; OLR: Organic Loading Rate; SLR: Organic Loading on Sludge Blanket; HRT: Hydraulic Retention Time.


Important Design Points 

  • For temperature > 200c, SRT of around 30-50 days is used. 
  • At equilibrium, sludge produced per day = sludge withdrawn per day 
  • Average concentration of sludge in UASB reactor UASB Reactor | Environmental Engineering - Civil Engineering (CE)
  • Ration of height of sludge blanket to total height is ≈0.4- 0.5.
  •  HRT (Hydraulic Retention Time)  UASB Reactor | Environmental Engineering - Civil Engineering (CE)
  • Solid Retention Time (SRT UASB Reactor | Environmental Engineering - Civil Engineering (CE)

UASB Reactor | Environmental Engineering - Civil Engineering (CE)

Problem 4.6.1: Given that the influent to UASB reactor has following characteristics: BOD = 350 mg/l; COD = 820 mg/l, TSS= 395 mg/l, VSS= 270 mg/l, flow rate=8000 m3/d, depth of sludge blanket=2.2 m, reactor height (including settler)=5 m, effective coefficient (ratio of sludge to total volume in sludge blanket)= 0.85.
 Determine HRT for sludge age of 30 days assuming 80% BOD removal efficiency; reactor area, and organic loading on reactor and the sludge blanket.

 Solution:

UASB Reactor | Environmental Engineering - Civil Engineering (CE)
UASB Reactor | Environmental Engineering - Civil Engineering (CE)

Reactor area required:

Reactor area required = UASB Reactor | Environmental Engineering - Civil Engineering (CE)

 

Organic loading rate (OLR) = UASB Reactor | Environmental Engineering - Civil Engineering (CE)

 

Organic loading rate (OLR)  = UASB Reactor | Environmental Engineering - Civil Engineering (CE)

 

Organic loading on sludge blanket (SLR)

   UASB Reactor | Environmental Engineering - Civil Engineering (CE)
UASB Reactor | Environmental Engineering - Civil Engineering (CE)

The document UASB Reactor | Environmental Engineering - Civil Engineering (CE) is a part of the Civil Engineering (CE) Course Environmental Engineering.
All you need of Civil Engineering (CE) at this link: Civil Engineering (CE)
14 videos|99 docs|98 tests

Top Courses for Civil Engineering (CE)

FAQs on UASB Reactor - Environmental Engineering - Civil Engineering (CE)

1. What is a UASB reactor?
Ans. A UASB (Upflow Anaerobic Sludge Blanket) reactor is a type of anaerobic wastewater treatment system. It operates by allowing wastewater to flow upwards through a sludge blanket where microorganisms break down organic matter in the absence of oxygen.
2. How does a UASB reactor work?
Ans. In a UASB reactor, wastewater enters the bottom of the reactor and flows upwards through a sludge blanket. The sludge blanket contains anaerobic bacteria that convert organic matter in the wastewater into biogas (methane and carbon dioxide) and biomass. The biogas is collected and can be used as an energy source, while the treated wastewater exits the reactor from the top.
3. What are the advantages of using a UASB reactor?
Ans. Some advantages of using a UASB reactor include: - High treatment efficiency: UASB reactors can remove a significant amount of organic matter from wastewater, resulting in effective treatment. - Energy generation: The biogas produced in the reactor can be used as a renewable energy source. - Low operational costs: UASB reactors require minimal energy and chemical inputs, making them cost-effective to operate. - Compact design: UASB reactors have a small footprint, making them suitable for locations with limited space. - Minimal sludge production: UASB reactors produce less sludge compared to other wastewater treatment systems, reducing disposal and handling costs.
4. What types of wastewater can be treated using a UASB reactor?
Ans. UASB reactors are commonly used to treat various types of wastewater, including municipal wastewater, industrial wastewater, and agricultural wastewater. They can effectively remove organic pollutants, nutrients, and suspended solids from these wastewater streams.
5. Are UASB reactors environmentally friendly?
Ans. Yes, UASB reactors are considered environmentally friendly due to several reasons: - They produce biogas, a renewable energy source, which can replace fossil fuels and reduce greenhouse gas emissions. - UASB reactors can remove organic pollutants from wastewater, preventing their release into the environment and minimizing water pollution. - The low operational costs and minimal sludge production of UASB reactors contribute to sustainable and cost-effective wastewater treatment.
14 videos|99 docs|98 tests
Download as PDF
Explore Courses for Civil Engineering (CE) exam

Top Courses for Civil Engineering (CE)

Signup for Free!
Signup to see your scores go up within 7 days! Learn & Practice with 1000+ FREE Notes, Videos & Tests.
10M+ students study on EduRev
Related Searches

Semester Notes

,

Important questions

,

ppt

,

Free

,

Sample Paper

,

UASB Reactor | Environmental Engineering - Civil Engineering (CE)

,

mock tests for examination

,

Extra Questions

,

shortcuts and tricks

,

Viva Questions

,

pdf

,

Objective type Questions

,

practice quizzes

,

Exam

,

study material

,

UASB Reactor | Environmental Engineering - Civil Engineering (CE)

,

video lectures

,

past year papers

,

MCQs

,

Previous Year Questions with Solutions

,

UASB Reactor | Environmental Engineering - Civil Engineering (CE)

,

Summary

;