Evaluation of Nitrate Leaching in Lateritic Soil under Saturated or Unsaturated Conditions in Soil Columns

2020 ◽  
Vol 51 (4) ◽  
pp. 541-553 ◽  
Author(s):  
Rajiv Kumar Srivastava ◽  
Rabindra Kumar Panda ◽  
Arun Chakraborty ◽  
Debjani Halder
Agronomy ◽  
2020 ◽  
Vol 10 (6) ◽  
pp. 865
Author(s):  
Caterina Giacometti ◽  
Martina Mazzon ◽  
Luciano Cavani ◽  
Claudio Ciavatta ◽  
Claudio Marzadori

A leaching experiment was designed to study the effects of a commercial nitrification inhibitor containing nitrapyrin on nitrification, microbial nitrogen (N) immobilization, and nitrate leaching. Soil columns were treated with 100 mg N kg−1 from pig slurry, cattle slurry, and anaerobic digestate in a mixture with or without the nitrification inhibitor. Destructive sampling was carried out after 0, 7, and 28 days of incubation in the dark at 18 °C. At each sampling date, artificial rain (200 mm of 0.01 M calcium chloride over 4 h) was added to the soil columns. The leachate was collected, and the soil was removed from the columns and sectioned into 5 cm segments. Results indicated that after 28 days of incubation, nitrapyrin enhanced ammoniacal N accumulation in the top layers of the soil columns and reduced the nitrate concentration in the leachates with pig slurry and anaerobic digestate. Furthermore, in the soil columns treated with anaerobic digestate, nitrapyrin promoted microbial N immobilization. These findings suggest that the use of nitrapyrin in a mixture with animal slurry and anaerobic digestate has the potential to reduce nitrate leaching and increase N retention in the topsoil, affording both environmental and economic advantages.


2011 ◽  
Vol 190 (1-3) ◽  
pp. 391-396 ◽  
Author(s):  
Srilert Chotpantarat ◽  
Say Kee Ong ◽  
Chakkaphan Sutthirat ◽  
Khemarath Osathaphan

Geoderma ◽  
2012 ◽  
Vol 189-190 ◽  
pp. 278-287 ◽  
Author(s):  
S. Chotpantarat ◽  
S.K. Ong ◽  
C. Sutthirat ◽  
K. Osathaphan
Keyword(s):  

2019 ◽  
Vol 145 (9) ◽  
pp. 04019055 ◽  
Author(s):  
Mara Sarro Pereira ◽  
Cristina de Hollanda Cavalcanti Tsuha ◽  
Orêncio Monje Vilar ◽  
José Antonio Schiavon ◽  
Sérgio Tibana ◽  
...  

Author(s):  
Milena Cardoso de Freitas ◽  
Cristina de Hollanda Cavalcanti Tsuha ◽  
Orencio Monje Vilar

2020 ◽  
Vol 3 (3) ◽  
pp. 681
Author(s):  
Antonius Kristanto Kusuma ◽  
Gregorius Sandjaja

ABSTRACTIndonesia is a tropical country that has very high rainfall rate in the whole year. This is very difficult to overcome with land problems that exist in Indonesia. The condition of the land which has a very not  stable soil or we can say that it has collapsible status. Land that has collapse problems is prone to landslides, which involves very low soil carrying capacity and also very high water content in the soil. Many methods can be used to reduce collapsible soi lrate. In this re-analysis we calculate the problem of soil using the lateritic compacted soil columns. This process uses the formation of soil columns by compressing a number of points with a certain diameter so that the carrying capacity of the soil in order to repair and improve minimum occurrence of collapsible soil. But this method has advantages and disadvantages. From the results of the re-analysis conducted it was proven that the stability method using Compacted Lateritic Soil Colums reduced the possibility of soil experiencing collapsible soil. The analysis shows that the value of the edge of displacement or the total decreases due to the stability used using Compacted Lateritic Soil Colums. ABSTRAK  Indonesia adalah negara tropis yang memiliki curah hujan yang sangat tinggi. Hal tersebut sangat berpengaruh dengan keadaan stabilitas tanah yang berada di Indonesia. Keadaan  tanah yang memiliki stabilitas yang sangat tidak stabil dapat juga di sebut tanah dengan keadaan status collapsible . Tanah yang memiliki keadaan collapsible  memiliki  rentan mengalami longsor ., di akibatkan daya dukung tanah yang sangat rendah dan juga kadar air yang sangat tinggi di dalam kandungan tanah. Banyak metode stabilitas yang dapat dilakukan untuk mengurangi kemungkinan terjadinya collapsible soil. Pada analisis ulang perhitunga ini membahas stabilitas tanah menggunakanan Compacted Lateritic Soil Colums.Proses stabilitas ini menggunakan cara pebentukan kolom tanah dengan memadatkan bebarapa titik dengan diameter tertentu agar daya dukung tanah mengalami peningkatan dan mencegah terjadinya collapsible soil. Tetapi metode ini memiliki kelebihan dan juga kekurangan. Dari hasil analisi ulang yang dilakukan terbukti bahwa metode stabilitas menggunakan Compacted Lateritic Soil Colums mengurangi kemungkinan terjadinya tanah mengalami Collapsible soil. Dalam Analisis terlihat nilai edge of displacement atau total penurunan yang terjadi berkurang diakibatkan stabilitas yang di gunakan menggunakan Compacted Lateritic Soil Colums.  


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