摘要
在膜孔灌入渗方面研究中的入渗模型缺少明确的物理意义,针对这一问题,该文以一维Green-Ampt公式为基础进行探讨。对公式中概化湿润锋为平面的假设条件进行深化讨论,结合膜孔灌三维入渗特点,建立了包含膜孔直径、表征导水率和湿润锋面水吸力的膜孔灌入渗模型,利用室内入渗试验和以不同土壤质地(典型砂壤土、典型壤土和典型粉壤土)的Hydrus-2D软件数值模拟结果对其进行验证。结果表明:试验观测和数值模拟得到的单位面积累积入渗量随时间的变化规律与模型计算得出的结果一致,二者均方根误差和平均绝对误差接近于0,偏差百分比小于10%,数值相差不大;由模型计算得出的概化湿润锋由试验及模拟结果在入渗前期相差很小,在入渗后期差别逐渐变大;另外,相较于水平方向,垂直方向的概化湿润锋计算结果更加接近试验观测值和数值模拟值。建立的模型可为准确计算膜孔灌累积入渗量、预测湿润锋形状提供依据。
Film hole irrigation is an advanced low-cost and high-efficiency irrigation method,which can improve water conservation and water use efficiency.The study presented a three-dimensional infiltration model of film hole based on the one-dimensional Green-Ampt infiltration model and further explored the hypothesis that the generalized wetting front was flat in the one-dimensional formula.Given the characteristics of 3D infiltration of membrane pore irrigation,we discussed the shape of infiltration source,and proposed a line source of infiltration source.And the study presented hypothesis that water flowed from liner score of infiltration source to every point at wetting front.Based on the hypothesis,a three-dimensional Green-Ampt model for membrane pore irrigation including film hole diameter,characteristics of water conductivity and wetting front suction was established.Moreover,the model proposed in this study was validated and evaluated by laboratory experimental data of film hole diameter and Hydrus-2D model based on the theory for water movement in non-saturated soil.In the laboratory experiments,diameter were used to was designed with different levels of 4,6,and 8 cm and the experiments carried out in Sated Key Laboratory Base of Eco-hydraulics in Northwest Arid Region.The infiltration was measured by difference of water level in Markov bottle.The water level was recorded every 1,3,5,10,20,30,40,50,60 min.Wetting front were recorded on soil box surface when water levels recorded.The experiment lasted for 5 h.Each treatment of laboratory experiment was replicated 3 times.In the case of different soil textures(sandy loam soil,loam soil and silty loam soil),the dynamic change of cumulative infiltration and wetting front was simulated by Hydrus-2D.The statistical comparisons(root mean square error-RMSE,percentage of bias-PBIAS,mean absolute error-MAE)of the estimated data with the measured and simulated data were conducted.The results showed that the variation of cumulative infiltration per unit film hole area with time obtained by the measured and simulated was consistent with the cumulative infiltration per unit film hole area of the proposed model.According to comparisons of the estimated values with the measured values,the root mean square error,mean absolute error,and percentage of bias were 0.96 cm,0.54 cm and-4.8%,respectively.The root mean square error of measured and estimated values were 1.14(6 cm)>0.93(8 cm)>0.82(10 cm).Besides,the simulated cumulative infiltration value of typical silt loam was more closer to the estimated values than typical sandy loam and typical loam.Comparing estimated wetting front with the measured and simulated ones,the difference was small in initial infiltration time and gradually increased with the increase of infiltration time.In addition,compared with the horizontal direction,the estimated generalized wetting front in the vertical direction was more closer to the measured and simulated value.In summary,the established 3-D infiltration model for film hole irrigation can be used to accurately calculate the cumulative infiltration of film hole and predicte the shape of wetting front.
作者
费良军
康守旋
聂卫波
钟韵
姜瑞瑞
陈琳
Fei Liangjun;Kang Shouxuan;Nie Weibo;Zhong Yun;Jiang Ruirui;Chen Lin(State Key Laboratory Base of Eco-hydraulic Engineering in Arid Area,Xi'an University of Technology,Xi'an 710048,China)
出处
《农业工程学报》
EI
CAS
CSCD
北大核心
2019年第20期69-75,共7页
Transactions of the Chinese Society of Agricultural Engineering
基金
国家自然科学基金资助项目(51479161、51779205)
国家农业公益项目(201203003-1)