基于RETC程序估算伊拉克-库尔德斯坦地区半干旱杜胡克不同质地土壤水力参数

A. Khalaf
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引用次数: 0

摘要

RETC是一种计算机程序,可以通过容易地确定土壤性质来估计土壤的水力功能。在RETC程序中使用van Genuchten模型对θ (h)、k (θ)和D (h)等水力函数的估计精度较高,特别是在根区恢复技术中计算消耗60%有效水量后的灌溉水,被认为是水管理潜力优化的好工具。在目前的研究表面,收集了8个地点(0 - 30 cm)的土壤样品,质地范围广泛,采用RETC代码,根据van Genuchten - Mualem方法(1980),通过最小化残差来细化保水曲线。结果表明:8种土壤(Avkendal、Berderash、Chemrash、Kanisark、Keperto、Khanik、Qerwola和Terbsbia)精化后SSQ(残差)和平方和变小,RETC精化前SSQ值分别为0.0470264、0.0680298、0.0240080、0.0190478、0.0396200、0.0166960、0.094400和0.0199100,精化后SSQ值依次减小为0.000333400、0.000942618、0.0000997008、0.000167315、0.002448800。0.000243300、0.00080000和0.000099917)的测定系数(R2)均大于(0.964),Chemrash粉质粘土壤土的最大精细化值为(0.000099917),R2为0.9986 (R2),而Keperto壤土的最小精细化值为(0.002448800),R2为0.9720(R2),说明保留模型的拟合精度较高。RETC代码用于分析土壤保水曲线和水力传导函数,这是任何定量描述水流进入土壤非饱和区的关键参数,van Genuchten等(1991)。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Estimating Soil Hydraulic Parameters of Different Textured Soils in Semiarid Duhok Conditions - Iraqi-Kurdistan Region by using RETC Program
RETC is a computer program that can be used to estimate soil hydraulic functions by easily determining soil properties. Using van Genuchten model in the RETC program gave high accuracy for estimating the hydraulic functions e.g., θ (h), k (θ) and D (h), also the mentioned program is considered a good tool for potential optimization of water management especially though calculating irrigation water after consuming 60% of the available water in root zone restoring technique. In the current study surface, soil samples (0 – 30 cm) from eight locations with a wide range in texture were collected RETC code is used to refine the water retention curve through minimizing the residual error according to van Genuchten – Mualem approach (1980). the obtained results indicated that the sum square SSQ (residual error) values becomes smaller after refining for eight studied soils which were (Avkendal, Berderash, Chemrash, Kanisark, Keperto, Khanik, Qerwola and Terbsbia), which their SSQ values before RETC refining were ( 0.0470264, 0.0680298, 0.0240080, 0.0190478, 0.0396200, 0.0166960, 0.094400 and 0.0199100) whereas these values decrease as fallowing  (0.000333400, 0.000942618, 0.0000997008, 0.000167315, 0.002448800, 0.000243300,  0.00080000, and 0.000099917 )  with ha high coefficient of determination (R2) greater than (0.964) and the maximum refining was (0.000099917) at Chemrash silty clay loam soil with 0.9986 (R2), whereas the minimum value was(0.002448800) at Keperto loamy soil with 0.9720(R2) and this means higher precision in fitting using the retention model. RETC code was used to analyze soil water retention curve and hydraulic conductivity functions which are the key parameters in any quantitative description of water flow into the unsaturated zone of soils, van Genuchten et. al. (1991)
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