Nitrogen mobility in biosolid-amended glaciated soil

被引:8
|
作者
Nikolaidis, NP [1 ]
Chheda, P
Lackovic, JA
Guillard, K
Simpson, B
Pedersen, T
机构
[1] Univ Connecticut, Dept Civil & Environm Engn, Environm Engn Program, Storrs, CT 06269 USA
[2] Univ Connecticut, Environm Res Inst, Storrs, CT 06269 USA
[3] Univ Connecticut, Dept Plant Sci, Storrs, CT 06269 USA
[4] Camp Dresser & McKee Inc, Cambridge, MA USA
关键词
biosolids; leachability; mineralization; nitrogen; nitrate; Paxton soil; agronomic rate; glaciated soil;
D O I
10.2175/106143097X122194
中图分类号
X [环境科学、安全科学];
学科分类号
08 ; 0830 ;
摘要
The potential leaching and availability of nitrogen in biosolids and biosolid-amended glaciated soil were investigated using mineralization and column studies. Aerobic and anaerobic mineralization studies were conducted to assess nitrogen mineralization potential from biosolid-amended glaciated soils and estimate long- and short-term mineralization rates of products. Semicontinuous column studies were conducted to assess the leachability of nitrogen from biosolid-amended soil under simulated unsaturated soil conditions. This study used a Paxton soil because its characteristics are typical of glaciated soil found in New England. Three types of biosolids, which are representative of biosolids currently available in Connecticut, were evaluated: composted biosolids (compost), cement kiln dust stabilized (CKD) biosolids, and heat-dried biosolids (pellet). Results indicate that. the pellet product had the greatest mineralization potential (based on unmixed biosolids) at 5 317 mg N/kg, followed by compost (324 mg N/kg) and CKD biosolids (58 mg N/kg). Nitrogen mineralized for the anaerobic test (mixed with soil) varied from 56 to 90% of the total nitrogen and for the aerobic test varied from 19 to 57%. The CKD biosolids percolate consisted primarily of nitrate and nitrite, whereas the predominant nitrogen species found in compost and pellet biosolids percolate was ammonium. Results suggest that one-time application of biosolids at agronomic or Liming rates (whichever is limiting) will cause minimal effects to groundwater.
引用
收藏
页码:368 / 376
页数:9
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