In-Situ Measurement of Unsaturated Hydraulic Conductivity Function by Point Source Field Dripper Method Using Newly Developed Micro Irrigation Simulator for wheat Field

Mohd Tabish, A.K. Bajpai, Chhedi Lal Verma, S.K. Pyasi, R.B. Singh, G.D. Deshmukh
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Abstract

Unsaturated hydraulic conductivity function (Kh) is an important soil parameter stating water transmission characteristics within the soil mass. It is essentially required in designing of drip irrigation systems. There are many laboratory and in-situ measurement techniques available for the measurement of Kh. These methods have associated limitations. Soil particle distribution curve had been also used for Kh estimation which is laborious and associated with own limitations. A point source field dripper model (PSFDM) using Wooding [1] theory was first time used by Shani et al. [2] for Kh measurement in the field. Experimental set up used earlier had great limitations of controlling dripper discharge by maintaining appropriate pressure in drip line. Hence an experimental set up (micro-irrigation simulator) was developed for in-situ measurement of Kh which simulates real field drip conditions. Experiments was conducted to measure steady state saturated fronts against 2.02, 4.04, 7.56 and 8.31 lph dripper discharges maintaining one atmospheric pressure in drip line in recently harvested wheat field. Inverse saturated radii (r-1) were plotted against water flux density q (cm hr-1).  Slope and intercept of the plotted line was worked out and Ks and α were calculated using steady state PSFD theory. Ks value was calculated as 50.03 cm/day and α as 0.1048 cm-1 using PSFD model of Shani et al. [2] and 60.00 cm/day and 0.0984 cm-1 using PSFD model of Warrick [3]. Ks value measured by using inverse auger hole method was 8.694 cm/day and by infiltrometer test 19.13 cm/day. The PSFDM is relatively new method and is useful for measuring Kh of tilled zone. Kh values are much higher than the values of Kh of untilled soil at deeper depths due to compaction. The developed experimental set up has great compatibility with PSFD theory. 
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利用新开发的小麦田微灌溉模拟器,采用点源田间滴灌法现场测量非饱和导水函数
非饱和导水函数(Kh)是一个重要的土壤参数,说明了土体内部的水传输特性。在滴灌系统的设计中,它是必不可少的。有许多实验室和现场测量技术可用于测量 Kh。这些方法都有相关的局限性。土壤颗粒分布曲线也被用于 Kh 的估算,但这种方法既费力又有其局限性。Shani 等人[2]首次采用伍丁[1]理论的点源现场滴水模型(PSFDM)进行实地 Kh 测量。之前使用的实验装置在通过保持滴管中适当的压力来控制滴管出水量方面有很大的局限性。因此,我们开发了一套实验装置(微灌模拟器),用于现场测量 Kh,模拟真实的田间滴灌条件。在最近收割的麦田中,在滴管保持一个大气压的情况下,对 2.02、4.04、7.56 和 8.31 升/小时的滴管出水量进行了稳态饱和前沿测量实验。反饱和半径(r-1)与水通量密度 q(厘米/小时-1)相对应。 绘制出曲线的斜率和截距,并利用稳态 PSFD 理论计算出 Ks 和 α。根据 Shani 等人的 PSFD 模型[2],Ks 值为 50.03 厘米/天,α 为 0.1048 厘米-1;根据 Warrick 的 PSFD 模型[3],Ks 值为 60.00 厘米/天,α 为 0.0984 厘米-1。采用反向钻孔法测得的 Ks 值为 8.694 厘米/天,采用渗透仪测试测得的 Ks 值为 19.13 厘米/天。PSFDM 是一种相对较新的方法,可用于测量耕作区的 Kh 值。由于压实作用,深层土壤的 Kh 值远高于未耕作土壤的 Kh 值。所开发的实验装置与 PSFD 理论有很好的兼容性。
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