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Estimating Parameters of LEACHN in Zeolite-Amended Soil and Unamended-Soil Conditions

机译:沸石改良土壤和非改良土壤条件下LEACHN的估算参数

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In this study, the effect of clinoptilolite zeolite, as a soil amendment, on the parameters related to water and nitrogen movement in soil was investigated. Parameter and uncertainty estimation in the unamended (control) and amended soil (Z), was performed using the sequential uncertainty fitting algorithm (SUFI-2) which is linked to LEACHN (in the LEACHN-CUP software). The goodness of prediction uncertainty was judged on the basis of P-factor and R-factor. P factor, R-factor, and Nash-Sutcliffe coefficient (NS) was obtained 0.71, 0.76, and 0.92, respectively, in the prediction of the accumulated drainage from control. The results in prediction of the accumulated drainage from Z treatment using hydraulic parameters obtained in control were satisfactory (P-factor = 0.87, R-factor = 0.78, and NS = 0.87). P-factor, R factor, and NS were 0.87, 1.36, and 0.91, respectively, in the prediction of NO3-N leaching at control. According to the P-factor and R-factor values (P-factor = 1, R-factor = 2.46), application of the control parameter ranges in the prediction of NO3-N leaching at Z treatment produced a large uncertainty. By adjusting the parameters in control for zeolite amended soil, the estimated values for denitrification rate, distribution coefficient, and soil/solution NO3-N nitrification rate were greater in zeolite-amended soil compared to control. Keywords: Nitrate leaching, Clinoptilolite zeolite, LEACHN, Uncertainty, SUFI-2 Full-Text Type of Study: Research | Subject: Ggeneral Received: 2014/09/16 | Accepted: 2014/09/16 | Published: 2014/09/16 Related Websites Scientific Publications Commission - Health Ministry Scientific Publications Commission - Science Ministry Yektaweb Company Site Keywords ?????, Academic Journal, Scientific Article, ???? ????? ??, ???? ????? ??, ???? ????? ??, ???? ????? ??, ???? ????? ??, ???? ????? ??, ???? ?? Vote ? 2015 All Rights Reserved | JWSS - Isfahan University of Technology
机译:在这项研究中,研究了斜发沸石作为土壤改良剂对土壤中水和氮移动相关参数的影响。使用与LEACHN链接的顺序不确定度拟合算法(SUFI-2)(在LEACHN-CUP软件中),对未修正(对照)和修正土壤(Z)中的参数和不确定性进行估算。根据P因子和R因子判断预测不确定性的优劣。在预测对照的累积排水量时,P因子,R因子和Nash-Sutcliffe系数(NS)分别为0.71、0.76和0.92。使用在控制中获得的水力参数预测Z处理的累积排水量的结果令人满意(P因子= 0.87,R因子= 0.78,NS = 0.87)。在预测对照中NO3-N浸出时,P因子,R因子和NS分别为0.87、1.36和0.91。根据P因子和R因子值(P因子= 1,R因子= 2.46),控制参数范围在Z处理中NO3-N浸出预测中的应用产生了很大的不确定性。通过调整沸石改良土壤的控制参数,与对照相比,沸石改良土壤的反硝化率,分布系数和土壤/溶液NO3-N硝化率的估计值更大。关键字:硝酸盐浸出,斜发沸石,LEACHN,不确定度,SUFI-2全文主题:一般接收时间:2014/09/16 |接受:2014/09/16 |发布:2014/09/16相关网站科学出版物委员会-卫生部科学出版物委员会-科学部Yektaweb公司网站关键字??????,Academic Journal,Scientific Article,???? ?????? ??,???? ?????? ??,???? ?????? ??,???? ?????? ??,???? ?????? ??,???? ?????? ??,???? ??投票吗? 2015版权所有| JWSS-伊斯法罕工业大学

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