Controlling Nutrient Leaching Profile of Urea Granules through Structural Modification

IF 1.2 4区 农林科学 Q3 AGRICULTURAL ENGINEERING Journal of the ASABE Pub Date : 2023-01-01 DOI:10.13031/ja.15675
Camila Jange, Rhonda Graef, Chad Penn, Carl Wassgren, Kingsly Ambrose
{"title":"Controlling Nutrient Leaching Profile of Urea Granules through Structural Modification","authors":"Camila Jange, Rhonda Graef, Chad Penn, Carl Wassgren, Kingsly Ambrose","doi":"10.13031/ja.15675","DOIUrl":null,"url":null,"abstract":"Highlights Effect of granule microstructure, formulation design on nutrient leaching was investigated. Reduction in nutrient leaching was observed in denser core granules with binder compared to low density granules. The power-law model overpredicted the inorganic dissolved nitrogen content. Abstract. Ammonium and nitrate are byproducts of urea fertilizer hydrolysis in soil. Ammonium is highly unstable and can volatilize in the form of ammonia, a greenhouse gas. Meanwhile, nitrate is highly hydrophilic and can contaminate surface and groundwater systems. This study investigated the influence of a biopolymer binder (a mixture of xanthan and konjac gums) and granule microstructure on urea dissolution and hydrolysis in soil to improve fertilizer release rates. The study compared urea leaching profiles in disturbed soil columns for dry (uniaxial compression), layered wet granulated, and market urea granules. A power-law model of total dissolved nitrogen versus cumulative volume ensured robust estimation of the release rate constants. There was 50% and 20% less total dissolved nitrogen, respectively, for binder-added core (CB) granules produced from the uniaxial compression method and bilayer binder-added (bLB) granules compared with market urea samples (NU). However, no significant reduction in dissolved ammonium and nitrate was observed based on formulation and process changes using a power-law model. However, it is noteworthy that the power-law model overpredicted the initial leaching profiles of binder-added core (CB) and bilayer binder-added (bLB) samples. In conclusion, the microstructure of the core granules compacted at 100 MPa and binder-formulated (CB) granules can delay urea dissolution and suggests a partial reduction of urea hydrolysis in soil. Keywords: Biopolymer binder, Disturbed soil columns, Granule microstructure design, Nitrate leaching control.","PeriodicalId":29714,"journal":{"name":"Journal of the ASABE","volume":"47 1","pages":"0"},"PeriodicalIF":1.2000,"publicationDate":"2023-01-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":null,"platform":"Semanticscholar","paperid":null,"PeriodicalName":"Journal of the ASABE","FirstCategoryId":"1085","ListUrlMain":"https://doi.org/10.13031/ja.15675","RegionNum":4,"RegionCategory":"农林科学","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q3","JCRName":"AGRICULTURAL ENGINEERING","Score":null,"Total":0}
引用次数: 0

Abstract

Highlights Effect of granule microstructure, formulation design on nutrient leaching was investigated. Reduction in nutrient leaching was observed in denser core granules with binder compared to low density granules. The power-law model overpredicted the inorganic dissolved nitrogen content. Abstract. Ammonium and nitrate are byproducts of urea fertilizer hydrolysis in soil. Ammonium is highly unstable and can volatilize in the form of ammonia, a greenhouse gas. Meanwhile, nitrate is highly hydrophilic and can contaminate surface and groundwater systems. This study investigated the influence of a biopolymer binder (a mixture of xanthan and konjac gums) and granule microstructure on urea dissolution and hydrolysis in soil to improve fertilizer release rates. The study compared urea leaching profiles in disturbed soil columns for dry (uniaxial compression), layered wet granulated, and market urea granules. A power-law model of total dissolved nitrogen versus cumulative volume ensured robust estimation of the release rate constants. There was 50% and 20% less total dissolved nitrogen, respectively, for binder-added core (CB) granules produced from the uniaxial compression method and bilayer binder-added (bLB) granules compared with market urea samples (NU). However, no significant reduction in dissolved ammonium and nitrate was observed based on formulation and process changes using a power-law model. However, it is noteworthy that the power-law model overpredicted the initial leaching profiles of binder-added core (CB) and bilayer binder-added (bLB) samples. In conclusion, the microstructure of the core granules compacted at 100 MPa and binder-formulated (CB) granules can delay urea dissolution and suggests a partial reduction of urea hydrolysis in soil. Keywords: Biopolymer binder, Disturbed soil columns, Granule microstructure design, Nitrate leaching control.
查看原文
分享 分享
微信好友 朋友圈 QQ好友 复制链接
本刊更多论文
通过结构改性控制尿素颗粒的养分淋溶
研究了颗粒结构、配方设计对养分浸出的影响。与低密度颗粒相比,在使用粘合剂的密度较大的芯粒中观察到养分浸出的减少。幂律模型高估了无机溶解氮的含量。摘要铵和硝是尿素肥料在土壤中水解的副产物。铵是高度不稳定的,可以以氨的形式挥发,这是一种温室气体。同时,硝酸盐具有高度亲水性,可以污染地表和地下水系统。本研究研究了生物聚合物粘结剂(黄原胶和魔芋胶的混合物)和颗粒结构对土壤中尿素溶解和水解的影响,以提高肥料释放率。该研究比较了扰动土柱中干(单轴压缩)、层状湿颗粒和市场尿素颗粒的尿素浸出概况。总溶解氮与累积体积的幂律模型确保了释放速率常数的可靠估计。与市场尿素样品相比,单轴压缩法制备的粘结剂加芯(CB)颗粒和双层粘结剂加芯(bLB)颗粒的总溶解氮分别减少了50%和20%。然而,根据幂律模型的配方和工艺变化,没有观察到溶解铵和硝酸盐的显著减少。然而,值得注意的是,幂律模型高估了添加粘结剂的岩心(CB)和双层添加粘结剂(bLB)样品的初始浸出曲线。综上所述,100 MPa压实的核心颗粒和粘结剂配方(CB)颗粒的微观结构可以延缓尿素的溶解,并表明土壤中尿素水解的部分减少。关键词:生物聚合物粘结剂;扰动土柱;颗粒结构设计;
本文章由计算机程序翻译,如有差异,请以英文原文为准。
求助全文
约1分钟内获得全文 去求助
来源期刊
CiteScore
3.10
自引率
0.00%
发文量
0
期刊最新文献
Application of Uniaxial Compression Curve Fractal Dimension in the Identification of Cañihua (Chenopodium Pallidicaule Aellen) Grain Cultivars Calculation of Swath Width and Swath Displacement for Uncrewed Aerial Spray Systems Evaluating Draft EPA Emissions Models for Laying Hen Facilities Calibration and Validation of RZWQM2-P Model to Simulate Phosphorus Loss in a Clay Loam Soil in Michigan Investigation of Depth Camera Potentials for Variable-Rate Sprayers
×
引用
GB/T 7714-2015
复制
MLA
复制
APA
复制
导出至
BibTeX EndNote RefMan NoteFirst NoteExpress
×
×
提示
您的信息不完整,为了账户安全,请先补充。
现在去补充
×
提示
您因"违规操作"
具体请查看互助需知
我知道了
×
提示
现在去查看 取消
×
提示
确定
0
微信
客服QQ
Book学术公众号 扫码关注我们
反馈
×
意见反馈
请填写您的意见或建议
请填写您的手机或邮箱
已复制链接
已复制链接
快去分享给好友吧!
我知道了
×
扫码分享
扫码分享
Book学术官方微信
Book学术文献互助
Book学术文献互助群
群 号:481959085
Book学术
文献互助 智能选刊 最新文献 互助须知 联系我们:info@booksci.cn
Book学术提供免费学术资源搜索服务,方便国内外学者检索中英文文献。致力于提供最便捷和优质的服务体验。
Copyright © 2023 Book学术 All rights reserved.
ghs 京公网安备 11010802042870号 京ICP备2023020795号-1