Effects of denitrifying granular sludge addition on activated sludge and anaerobic-aerobic systems for municipal sewage treatment

被引:0
|
作者
Watari, Takahiro [1 ,2 ]
Asano, Kenya [1 ,3 ]
Omine, Takanori [1 ]
Hatamoto, Masashi [1 ]
Araki, Nobuo [4 ,5 ]
Mimura, Kazuhisa [6 ]
Nagano, Akihiro [6 ]
Yamaguchi, Takashi [1 ,7 ]
机构
[1] Nagaoka Univ Technol, Dept Civil & Environm Engn, 1603-1 Kamitomioka, Nagaoka, Niigata 9402118, Japan
[2] Hanoi Univ Sci & Technol, Dept Chem Engn, Hanoi, Vietnam
[3] Nagano Coll, Natl Inst Technol KOSEN, Dept Civil Engn, Nagano, Nagano, Japan
[4] Nagaoka Coll, Natl Inst Technol KOSEN, Dept Civil Engn, Niigata, Japan
[5] Ichinoseki Coll, Natl Inst Technol KOSEN, Ichinoseki, Iwate, Japan
[6] Sanki Engn Co Ltd, Tech Res & Dev Inst, Yamato, Kanagawa, Japan
[7] Nagaoka Univ Technol, Dept Sci Technol Innovat, Nagaoka, Niigata, Japan
基金
日本学术振兴会;
关键词
Denitrification; moving bed biofilm reactor; nitrification; nutrient removal; WASTE-WATER TREATMENT; DISSOLVED-OXYGEN; NITROGEN-REMOVAL; COMMUNITY; NITRIFICATION; PERFORMANCE; BACTERIA; REACTOR;
D O I
10.1080/10934529.2022.2118485
中图分类号
X [环境科学、安全科学];
学科分类号
08 ; 0830 ;
摘要
Conventional activated sludge (AS) systems are widely used to treat domestic sewage worldwide. However, the removal of nitrogen in the AS system is limited, and its concentration in the effluent exceeds the recommended values in the discharge standards. In this study, a pilot experiment was conducted to improve nitrogen removal during municipal sewage treatment by operating AS and anaerobic-aerobic (AO) systems under low dissolved oxygen (DO) conditions of less than 0.5 mg L-1 and by adding denitrifying granular sludge. The low DO operation of the AS and AO systems led to the sludge washout and increased the organic content and ammonia and nitrate concentration of the effluent. In contrast, the nitrate concentrations of the effluents produced by the AS and AO systems were 9.4 +/- 3.6 and 8.4 +/- 0.7 mg-N L-1, respectively, indicated that denitrifying granular sludge addition enhanced denitrification during sewage treatment. The total nitrogen (TN) removal efficiency increased by 13% and 9% for the AS and AO systems despite a decrease in the temperature of 6 degrees C for the water in the aeration tank. Thus, adding denitrifying granular sludge to the aeration tank is a simple and effective approach to improve organic and nitrogen removal during wastewater treatment.
引用
收藏
页码:830 / 839
页数:10
相关论文
共 50 条
  • [41] Development of aerobic granular sludge for real industrial/municipal wastewater treatment
    Sanchez-Sanchez, Celina
    Moreno-Rodriguez, Ernestina
    Ortiz-Cruz, J. Alejandro
    Moeller-Chavez, Gabriela Eleonora
    WATER SCIENCE AND TECHNOLOGY, 2023, 87 (09) : 2328 - 2344
  • [42] Impact of food waste addition in energy efficient municipal wastewater treatment by aerobic granular sludge process
    Cicekalan B.
    Berenji N.R.
    Aras M.F.
    Guven H.
    Koyuncu I.
    Ersahin M.E.
    Ozgun H.
    Environmental Science and Pollution Research, 2024, 31 (20) : 29304 - 29320
  • [43] FATE AND EFFECTS OF POLYDIMETHYLSILOXANES ON PILOT AND BENCH-TOP ACTIVATED-SLUDGE REACTORS AND ANAEROBIC-AEROBIC DIGESTERS
    WATTS, RJ
    KONG, SH
    HALING, CS
    GEARHART, L
    FRYE, CL
    VIGON, BW
    WATER RESEARCH, 1995, 29 (10) : 2405 - 2411
  • [44] Nitrogen Removal in a Staged Anaerobic-Aerobic Sludge Digestion System
    Kim, Jongmin
    Novak, John T.
    WATER ENVIRONMENT RESEARCH, 2017, 89 (01) : 17 - 23
  • [45] Evaluation of leachate impact on domestic sewage co-treatment in aerobic granular sludge systems
    da Silva, Vicente Elicio P. S. G.
    Rollemberg, Silvio Luiz de S.
    Santos, Sara Gabriela da Silva
    Silva, Tania Filomena C. V.
    Vilar, Vitor Jorge P.
    dos Santos, Andre B.
    CHEMICAL ENGINEERING JOURNAL, 2023, 470
  • [46] Ammonium adsorption in aerobic granular sludge, activated sludge and anammox granules
    Bassin, J. P.
    Pronk, M.
    Kraan, R.
    Kleerebezem, R.
    van Loosdrecht, M. C. M.
    WATER RESEARCH, 2011, 45 (16) : 5257 - 5265
  • [47] Physicochemical properties and biogas productivity of aerobic granular sludge and activated sludge
    Bernat, Katarzyna
    Cydzik-Kwiatkowska, Agnieszka
    Wojnowska-Baryla, Irena
    Karczewska, Marta
    BIOCHEMICAL ENGINEERING JOURNAL, 2017, 117 : 43 - 51
  • [48] Hydrodynamic characteristics of UASB granular sludge produced from combined anaerobic/aerobic treatment systems
    Dohdoh, A. M.
    Aboulfotoh, A. M.
    DESALINATION AND WATER TREATMENT, 2018, 124 : 232 - 239
  • [49] ANALYSIS OF AEROBIC AND ANAEROBIC SEWAGE SLUDGE DISPOSAL CONCEPTS
    Bartkowska, Izabela
    Wawrentowicz, Dariusz
    Dzienis, Lech
    EKONOMIA I SRODOWISKO-ECONOMICS AND ENVIRONMENT, 2022, 81 (02): : 203 - 221
  • [50] Anaerobic deflocculation and aerobic reflocculation of activated sludge
    Wilén, BM
    Keiding, K
    Nielsen, PH
    WATER RESEARCH, 2000, 34 (16) : 3933 - 3942