Start-up performance of a woodchip bioreactor operated end-of-pipe at a commercial fish farm-A case study

被引:22
作者
von Ahnen, Mathis [1 ]
Pedersen, Per Bovbjerg [1 ]
Dalsgaard, Johanne [1 ]
机构
[1] Tech Univ Denmark, DTU Aqua, Aquaculture Sect, North Sea Res Ctr, POB 101, DK-9850 Hirtshals, Denmark
关键词
Nitrogen; Denitrification; End-of-pipe treatment; Field study; OPTIMIZING NITRATE REMOVAL; DENITRIFICATION; RATES; MEDIA; BARRIERS;
D O I
10.1016/j.aquaeng.2016.07.002
中图分类号
S2 [农业工程];
学科分类号
0828 ;
摘要
There is a need for simple, maintenance-free technologies for removing nitrogen (N) from aquaculture effluents. Denitrifying woodchip bioreactors have been used successfully to remove nitrate-N (NO3-N) from ground and surface waters and may potentially be applied to dilute aquaculture effluents as well. Real-life applicability in commercial, outdoor fish farms including practical start-up issues such as e.g. time till stable performance and potential leaching are, however, unknown to the industry. This case study consequently investigated the temporal performance of a woodchip bioreactor (12.5 m(3)) during start-up. The bioreactor was operated end-of-pipe at a commercial, outdoor rainbow trout (Oncorhynchus mykiss) farm in Denmark operated at low recirculation intensity. Applying an empty bed contact time (EBCT) of 5 h, the specific objectives of the study were to resolve: i) how fast the bioreactor would start to remove NO3-N; ii) how fast steady state was achieved; iii) which NO3-N removal rates could be attained at the relatively low effluent temperature (similar to 8 degrees C) and iv) to which extent any concomitant leaching of phosphorous (P), ammonia or organic matter would occur. In- and outlet grab samples were obtained every 6 h until the bioreactor was in steady state (2 weeks) followed by weekly 24 h pooled samples for another 3 weeks (5 weeks in total). Additional grab samples were obtained from 9 sampling ports within the bioreactor on 3 consecutive days during steady state. Samples were analyzed for dissolved nutrients (total N, nitrate, nitrite, ammonium, total phosphorous, ortho-phosphorous, BOD5 and COD). In addition, oxygen, temperature and pH were logged every 30 min while sampling and alkalinity were measured once a week. Removal of NO3-N started immediately and remained stable at 7.06 +/- 0.81 g NO3-N/m(3)/d (n = 6) throughout the sampling period. Increased effluent NO2-N concentrations (peaking at 1.14 mg NO2-N/I after 4-5 days) were transiently observed during the initial 11 days. After that, the woodchip bioreactor was largely in steady state with respect to N-balances corroborated by a close match between filtered total-N (TNdiss) and NO3-N removal rates. Measurements within the bed showed that the majority of the influent dissolved oxygen (DO) was consumed within the first part of the bioreactor and that NO3-N removal thereafter proceeded gradually with distance within the bed. Leaching of non-structural, dissolved organic compounds were observed just after startup, causing a short-term (1 week) increase in effluent concentrations of COD, BOD5, P and ammonium. Additional measurements carried out until 147 days after start-up showed that the woodchip bioreactor continued to remove TNdiss at an average removal rate of 7.81 +/- 0.82 g N/m(3)/d, and that the initial leakage of P stopped altogether. In summary, the study demonstrated that woodchip bioreactors can effectively remove NO3-N from dilute aquacultural effluents at low temperatures and commercial conditions and that stable performance is achieved within a few weeks. (C) 2016 Elsevier B.V. All rights reserved.
引用
收藏
页码:96 / 104
页数:9
相关论文
共 42 条
  • [1] [Anonymous], 2003, 58152 ISO
  • [2] [Anonymous], 2004, ISO 6878:2004
  • [3] [Anonymous], 1991, 223 DS
  • [4] [Anonymous], 1997, ISO 11905-1:1997
  • [5] Buchmann K, 2012, OPTIMERING DRIFTEN K
  • [6] Nitrate removal and hydraulic performance of organic carbon for use in denitrification beds
    Cameron, Stewart G.
    Schipper, Louis A.
    [J]. ECOLOGICAL ENGINEERING, 2010, 36 (11) : 1588 - 1595
  • [7] Christianson L, 2010, APPL ENG AGRIC, V26, P849
  • [8] Christianson LE, 2012, APPL ENG AGRIC, V28, P861
  • [9] Internal hydraulics of an agricultural drainage denitrification bioreactor
    Christianson, Laura
    Helmers, Matthew
    Bhandari, Alok
    Moorman, Thomas
    [J]. ECOLOGICAL ENGINEERING, 2013, 52 : 298 - 307
  • [10] Pilot-Scale Evaluation of Denitrification Drainage Bioreactors: Reactor Geometry and Performance
    Christianson, Laura E.
    Bhandari, Alok
    Helmers, Matthew J.
    [J]. JOURNAL OF ENVIRONMENTAL ENGINEERING-ASCE, 2011, 137 (04): : 213 - 220