Improving carbon and nitrogen removal efficiency in high-strength nitrogen wastewater via two-stage nitritation-anammox process

被引:2
|
作者
Jalalieh, Behnaz Jalili [1 ]
Pourbavarsad, Maryam Salehi [1 ]
Cumbie, Bill [2 ]
Jackson, W. Andrew [1 ]
机构
[1] Texas Tech Univ, Dept Civil Environm & Construct Engn, 911 Boston Ave, Lubbock, TX 79409 USA
[2] Pancopia Inc, 1100 Explorat Way, Hampton, VA 23666 USA
来源
基金
美国国家航空航天局;
关键词
Anammox; High strength nitrogen wastewater; Membrane aerated biological reactor (MABR); Nitritation; Pancopia anammoX (PAXs) reactor; AMMONIUM OXIDATION; LANDFILL LEACHATE; REACTOR; SEWAGE; SBR;
D O I
10.1016/j.jece.2024.112706
中图分类号
X [环境科学、安全科学];
学科分类号
08 ; 0830 ;
摘要
Centralized systems employ biological treatments to remove nutrients, whereas decentralized systems, especially in rural areas, face challenges in implementing them. These systems are low flow but high carbon and nitrogen concentrations, and low C/N ratios. Source-separated wastewater (urine + flush) is an extreme example, like confined animal-feeding wastewater. High nutrient concentrations necessitate innovative technologies typically not employed for decentralized systems. This research demonstrates a simple two-stage nitritation-anammox system to treat high N concentration wastewater (pure urine + flush water). The systems consisted of a Membrane Aerated Biological Reactor (MABR) which performed carbon oxidation and nitritation and novel anammox reactors, (Pancopia AnammoX (PAXs)). The MABRs achieved OC removal over 108-198 g-C/m(3)-day with similar to 97% removal, TAN oxidation rates up to 156 g-N/m(3)-day and nitrite/AN ratios were near 1 with no external control (e.g. pH, DO, cell wasting) other than urine loading rate. The PAXs achieved maximum AN removal efficiencies of 85-97%. The main limitation to complete TN removal in the PAXs was insufficient NO2- in the influent (nonideal influent NO2-/AN ratio). This system was not optimized for energy efficiency and had low volumetric conversion rates compared with other systems. However, it demonstrates that source-separated wastewater can be effectively treated with near complete N removal using a system with minimal process control requirements, lack of solid production, and elimination of diffuse aeration preventing odor generation. These attributes are attractive for applications where conditions do not allow for more complex high-rate systems such as developing societies and rural areas.
引用
收藏
页数:14
相关论文
共 50 条
  • [31] Two-stage partial nitrification-denitrification and anammox process for nitrogen removal in vacuum collected toilet wastewater at ambient temperature
    Wu, Haoyuan
    Bai, Xiaolei
    Li, Lei
    Li, Zhaoxin
    Wang, Mengyu
    Zhang, Zhongguo
    Zhu, Cheng
    Xu, Yuanmin
    Xiong, Huiqin
    Xie, Xin
    Tian, Xiujun
    Li, Jiuyi
    ENVIRONMENTAL RESEARCH, 2024, 262
  • [32] Carbon and nitrogen removal from low-strength domestic wastewater with a two-stage submerged biological filter
    De Feo, Giovanni
    JOURNAL OF ENVIRONMENTAL SCIENCE AND HEALTH PART A-TOXIC/HAZARDOUS SUBSTANCES & ENVIRONMENTAL ENGINEERING, 2007, 42 (05): : 641 - 647
  • [33] Carbon and nitrogen removal from low-strength domestic wastewater with a two-stage submerged biological filter
    De Feo, Giovanni
    Journal of Environmental Science and Health - Part A Toxic/Hazardous Substances and Environmental Engineering, 2007, 42 (05): : 641 - 647
  • [34] Advanced nitrogen removal from municipal wastewater via two-stage partial nitrification-simultaneous anammox and denitrification (PN-SAD) process
    Deng, Shiyun
    Peng, Yongzhen
    Zhang, Liang
    Wu, Lei
    BIORESOURCE TECHNOLOGY, 2020, 304
  • [35] Nitrogen removal performance and loading capacity of a novel single-stage nitritation-anammox system with syntrophic micro-granul
    Wang, Shaopo
    Liu, Yuan
    Niu, Qigui
    Ji, Jiayuan
    Hojo, Toshimasa
    Li, Yu-You
    BIORESOURCE TECHNOLOGY, 2017, 236 : 119 - 128
  • [36] Efficient nitrogen and phosphorus removal from domestic wastewater via simultaneous partial nitritation and phosphorus removal combined Anammox
    Zhang J.
    Chen M.
    Sun Y.
    Peng Y.
    Huagong Xuebao/CIESC Journal, 2023, 74 (05): : 2147 - 2156
  • [37] Combined removal of high-strength organics and nitrogen using two-stage entrapped mixed microbial cell (2SEMMC®) process
    Kim, SJ
    Yang, PY
    JOURNAL OF INDUSTRIAL AND ENGINEERING CHEMISTRY, 2005, 11 (06) : 945 - 951
  • [38] Operational strategy for nitrogen removal from centrate in a two-stage partial nitrification-Anammox process
    Kosari, S. F.
    Rezania, B.
    Lo, K. V.
    Mavinic, D. S.
    ENVIRONMENTAL TECHNOLOGY, 2014, 35 (09) : 1110 - 1120
  • [39] Nitrogen removal from synthesis wastewater which high nitrogen concentration by single-stage using anammox and partial nitritation (SNAP) with Biofix as biomass carrier
    Ho, Thanh Hien
    Nguyen, Tan Phong
    International Journal of Earth Sciences and Engineering, 2013, 6 (04): : 727 - 731
  • [40] Start-up and bacterial communities of single-stage nitrogen removal using anammox and partial nitritation (SNAP) for treatment of high strength ammonia wastewater
    Zhang, Jianbing
    Zhou, Jian
    Han, Yi
    Zhang, Xiaoguang
    BIORESOURCE TECHNOLOGY, 2014, 169 : 652 - 657