TY - GEN
T1 - Model-Based Evaluation and Comparative Analysis of Biological Nutrient Removal Processes
AU - Khatri, Narendra
AU - Khatri, Kamal Kishore
AU - Sharma, Abhishek
N1 - Publisher Copyright:
© 2022, The Author(s), under exclusive license to Springer Nature Singapore Pte Ltd.
PY - 2022
Y1 - 2022
N2 - Wastewater treatment is one of the critical issues facing water utilities and has gained growing attention recently. Wastewater treatment models based on Lawrence & McCarty and Chudoba & Tucek were investigated for the effluent modelling in municipal wastewater treatment. The dataset was derived from a municipal wastewater treatment plant with interest variable for the percentage of biological nutrient removal (BNR). The proposed approach characterized the comprehensive models for biological nutrient removal. First, the activated sludge model-1 (ASM-1), activated sludge model-2 (ASM-2), and activated sludge model-3 (ASM-3) were designed and simulated for the domestic wastewater treatment facility of the Vatika Township. Second, the comparative analysis of effluent quality for ASM-1, ASM-2, and ASM-3 was performed. The study reveals that the effluent quality of wastewater treatment facility was under the discharge/reuses standards of India. Simulation results help to identify optimum BNR efficiency for the provided influent quality.
AB - Wastewater treatment is one of the critical issues facing water utilities and has gained growing attention recently. Wastewater treatment models based on Lawrence & McCarty and Chudoba & Tucek were investigated for the effluent modelling in municipal wastewater treatment. The dataset was derived from a municipal wastewater treatment plant with interest variable for the percentage of biological nutrient removal (BNR). The proposed approach characterized the comprehensive models for biological nutrient removal. First, the activated sludge model-1 (ASM-1), activated sludge model-2 (ASM-2), and activated sludge model-3 (ASM-3) were designed and simulated for the domestic wastewater treatment facility of the Vatika Township. Second, the comparative analysis of effluent quality for ASM-1, ASM-2, and ASM-3 was performed. The study reveals that the effluent quality of wastewater treatment facility was under the discharge/reuses standards of India. Simulation results help to identify optimum BNR efficiency for the provided influent quality.
UR - https://www.scopus.com/pages/publications/85127712365
UR - https://www.scopus.com/pages/publications/85127712365#tab=citedBy
U2 - 10.1007/978-981-16-6647-6_12
DO - 10.1007/978-981-16-6647-6_12
M3 - Conference contribution
AN - SCOPUS:85127712365
SN - 9789811666469
T3 - Lecture Notes in Civil Engineering
SP - 125
EP - 133
BT - Sustainable Infrastructure Development - Select Proceedings of ICSIDIA 2020
A2 - Singh, Vijay P.
A2 - Li, Zongzhi
A2 - Siddiqui, Nihal Anwar
A2 - Patel, Harshingar
PB - Springer Science and Business Media Deutschland GmbH
T2 - International conference on Sustainable Infrastructure Development: Innovations and Advances, ICSIDIA 2020
Y2 - 17 August 2020 through 18 August 2020
ER -