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Parameter Estimation in LEACHN for Zeolite-Amended Soil and Unamended-Soil Conditions

机译:沸石修正的土壤和未加工土壤条件的leachn参数估计

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Application of natural products that would improve fertilizer use efficiency and at the same time reduce nitrate leaching is of great interest. Zeolites are a group of natural minerals that due to their high cation exchange capacity are potentially suitable soil amendments and/or carriers of plant nutrients. 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). P-factor, R-factor (which show goodness of prediction uncertainty), and Nash-Sutcliffe coefficient (NS) obtained 0.71, 0.76, and 0.92, respectively, in the prediction of accumulated drainage from control. The results in prediction of the accumulated drainage from Z treatment using hydraulic parameters obtained in control was 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 N03-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 ofN03-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 N03-N nitrification rate were greater in zeolite-amended soil compared to control.
机译:天然产品的应用可以提高肥料使用效率,同时降低硝酸盐浸出具有很大的兴趣。沸石是一组天然矿物质,由于它们的高阳离子交换能力是潜在的植物营养素的土壤修正和/或携带者。在这项研究中,研究了Clinapholegolite沸石作为土壤修正的影响,对与土壤中的水和氮气运动有关的参数。使用链接到Leachn(在Leachn-Cup软件中)的顺序不确定性拟合算法(SUFI-2)进行了未解除(控制)和修正的土壤(Z)中的参数和不确定度估计。 P型,R型(显示出良好的预测不确定度),以及纳什 - Sutcliffe系数(NS)分别在预测对照中预测累积排水的0.71,0.76和0.92。使用对照中获得的液压参数预测从Z处理的累积排水的结果令人满意(p型= 0.87,R型= 0.78,NS = 0.87)。 P型,R型和NS分别为0.87,1.36和0.91,在对照中预测N03-N浸出。根据P型和R因子值(P系子= 1,R) - 因子= 2.46),在Z处理的预测中施加控制参数范围产生了大的不确定性。通过调节控制沸石修正的土壤中的参数,与对照相比,沸石修正的土壤中的脱氮率,分布系数和土壤/溶液N03-N硝化率的估计值更大。

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