A Study on Upflow-Anaerobic Sludge Blanket (Uasb) Reactor Compare with Conventional Activated Sludge Process
J. Environ. Nanotechnol., Volume 9, No. 4 (2020) pp. 12-18
The main aim of the project is to design a UASB reactor instead of an Aeration tank. The discharge flow for the Activated Sludge Process is 8.70 MLD. The UASB reactor had recovered the energy from sewage. The UASB process reduces the volume of the tank and also reduces the size of the plant. The total power requirement of the plant will be 2800 kWh per day during the design flow of 8.70 MLD. Due to usage of UASB reactor, the total power requirement leads to reduce by the Gas turbine. In Indian municipalities, this UASB reactor adopted only a few numbers due to the limitation of the process. This research work suggests the process for the upcoming proposed sewage treatment plant.
Daud, M. K., Hina Rizvi, Muhammad Farhan Akram, Shafaqat Ali, Muhammad Rizwan, Muhammad Nafees and Zhu Shui Jin, Review of Upflow Anaerobic Sludge Blanket Reactor Technology: Effect of Different Parameters and Developments for Domestic Wastewater Treatment, Journal of Chemistry, ID 1596319(2018).
Hina Rizvi, Nasir Ahmad, Farhat Abbas, Iftikhar, Hussain Bukharic AbdullahYasar, Shafaqat Ali and Muhammad Riaz, Start-up of UASB reactors treating municipal wastewater and effect of temperature/sludge age and hydraulic retention time (HRT) on its performance, Arabian Journal of Chemistry, 8(6), 780-786(2015).
Kanhaiya Kumar Singh, Rakesh Vaishya and Arnav Gupta, Developed Endemic Consortia Used In UASB Reactor Treating Municipal Wastewater Under The Influence Of Ph/Salinity And Hydraulic Retention Time, International Journal of Current Advanced Research, 7(5), 12438-12444(2018).
Kanhaiya Kumar Singh, Rakesh Vaishya and Arnav Gupta, Effects of irrigation with treated municipal wastewater on agricultural productivity and Environment - A Review, Conference Proceedings of National Conference on Innovative Trends in Civil Engineering, (2018).