Field Evaluating of Wetting Pattern from Surface Drip Irrigation System for Sand and Sandy Loam Soils

Ahmad Dnan Abbass, H. Al-thamiry
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引用次数: 1

Abstract

Water distribution through soils from trickle source is very important issue since it affects irrigation efficiency, wetted surface area and wetted soil profile. Many attempts to determine wetting pattern under drip irrigation using mathematical and numerical models were carried out. The verification of the validity of which model will be suitable for Iraqi soils need a detailed study. In this paper, the field work measurements of wetted pattern in two Iraqi soils (sand and sandy loam) were conducted to investigate the validity of the application of wetting pattern formulas predicted by Dawood (2016), Amin and Ekhmaj, (2006) and Schwartzman and Zur (1986). The work was divided into two parts: the first one was the laboratory work of soil texture, field capacity, permanent wilting point, and soil porosity. The second one includes field operations through landing, installation of trickle irrigation system, installation of equipment’s and sensors, adjustment of emitter discharge by the valve on the supply pipe. In each run, initial water content was measured and the system was operated for three continuous hours with three different discharges, discharges were selected as 1, 3 and 6 l/hr. the wetted diameter and depth were recorded hourly during each run test .The field measurements of wetted area were compared with that predicted by the previous studies. The obtained result indicate that the value of the wetted diameter and depth increase with increasing of water contents, the wetted diameter are inversely proportional was saturated hydraulic conductivity, and the wetted depth was directly proportional to the saturated hydraulic conductivity. Amin and Ekhmaj 2006 formula was suitable for wetted depth in sandy loam soil with average error 13.40% and Schwartzman and Zur, 1986 formulas gave a good prediction for wetted diameters with average error 12.79% for same soil. Finally Dawood (2016) formulas were more suitable than others for sand soil with average error for wetted diameter and depth 11.49%, 16.79% respectively.
地表滴灌系统对沙质和砂质壤土湿润模式的田间评价
细流源土壤水分分布是影响灌溉效率、湿表面积和湿土剖面的重要问题。利用数学和数值模型对滴灌条件下的湿润模式进行了多次尝试。验证哪种模型适合伊拉克土壤的有效性需要进行详细的研究。为了验证Dawood(2016)、Amin和Ekhmaj(2006)以及Schwartzman和Zur(1986)预测的湿润模式公式的有效性,本文对伊拉克两种土壤(砂土和砂质壤土)的湿润模式进行了实地测量。工作分为两部分:第一部分是土壤质地、田间容量、永久萎蔫点和土壤孔隙度的实验室工作。第二部分包括着陆的现场作业,安装滴灌系统,安装设备和传感器,通过供应管道上的阀门调节喷射器流量。在每次运行中,测量初始含水量,系统连续运行3小时,选择3种不同的流量,流量分别为1、3和6 l/hr。在每次运行试验中,每小时记录一次润湿直径和深度,并将现场测量的润湿面积与以往研究预测的润湿面积进行比较。研究结果表明:润湿直径和深度随含水率的增加而增大,润湿直径与饱和导水率成反比,润湿深度与饱和导水率成正比。Amin和Ekhmaj 2006公式适用于砂壤土的湿润深度,平均误差为13.40%;Schwartzman和Zur, 1986公式适用于相同土壤的湿润直径,平均误差为12.79%。最后,Dawood(2016)公式更适合于砂土,湿润直径和深度的平均误差分别为11.49%和16.79%。
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