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Surrogate modeling for unsaturated infiltration via the physics and equality-constrained artificial neural networks 被引量:1
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作者 Peng Lan Jingjing Su Sheng Zhang 《Journal of Rock Mechanics and Geotechnical Engineering》 SCIE CSCD 2024年第6期2282-2295,共14页
Machine learning(ML)provides a new surrogate method for investigating groundwater flow dynamics in unsaturated soils.Traditional pure data-driven methods(e.g.deep neural network,DNN)can provide rapid predictions,but t... Machine learning(ML)provides a new surrogate method for investigating groundwater flow dynamics in unsaturated soils.Traditional pure data-driven methods(e.g.deep neural network,DNN)can provide rapid predictions,but they do require sufficient on-site data for accurate training,and lack interpretability to the physical processes within the data.In this paper,we provide a physics and equalityconstrained artificial neural network(PECANN),to derive unsaturated infiltration solutions with a small amount of initial and boundary data.PECANN takes the physics-informed neural network(PINN)as a foundation,encodes the unsaturated infiltration physical laws(i.e.Richards equation,RE)into the loss function,and uses the augmented Lagrangian method to constrain the learning process of the solutions of RE by adding stronger penalty for the initial and boundary conditions.Four unsaturated infiltration cases are designed to test the training performance of PECANN,i.e.one-dimensional(1D)steady-state unsaturated infiltration,1D transient-state infiltration,two-dimensional(2D)transient-state infiltration,and 1D coupled unsaturated infiltration and deformation.The predicted results of PECANN are compared with the finite difference solutions or analytical solutions.The results indicate that PECANN can accurately capture the variations of pressure head during the unsaturated infiltration,and present higher precision and robustness than DNN and PINN.It is also revealed that PECANN can achieve the same accuracy as the finite difference method with fewer initial and boundary training data.Additionally,we investigate the effect of the hyperparameters of PECANN on solving RE problem.PECANN provides an effective tool for simulating unsaturated infiltration. 展开更多
关键词 Richards equation(RE) Unsaturated infiltration Data-driven solutions Numerical modeling Machine learning(ML)
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Optimization of the Conceptual Model of Green-Ampt Using Artificial Neural Network Model (ANN) and WMS to Estimate Infiltration Rate of Soil (Case Study: Kakasharaf Watershed, Khorram Abad, Iran)
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作者 Ali Haghizadeh Leila Soleimani Hossein Zeinivand 《Journal of Water Resource and Protection》 2014年第5期473-480,共8页
Determination of the infiltration rate in a watershed is not easy and in empirical and theoretical point of view, it is important to access average value of infiltration. Infiltration models has main role in managing ... Determination of the infiltration rate in a watershed is not easy and in empirical and theoretical point of view, it is important to access average value of infiltration. Infiltration models has main role in managing water sources. Therefore different types of models with various degrees of complexity were developed to reach this aim. Most of the estimating methods of soil infiltration are expensive and time consuming and these methods estimate infiltration with hypothesis of zero slope. One of the conceptual and physical models for estimating soil infiltration is Green-Ampt model which is similar to Richard model. This model uses slope factor in estimating infiltration and this is the power point of Green-Ampt model. In this research the empirical model of Green-Ampt was optimized with integrating artificial neural network model (ANN) and a model of geographical information system WMS to estimate the infiltration in Kakasharaf watershed. Results of the comparison between the output of this method and real value of infiltration in region (through multiple cylinders) showed that this method can estimate the infiltration rate of Kakasharaf watershed with low error and acceptable accuracy (Nash-Sutcliff performance coefficient 0.821, square error 0.216, correlation coefficient 0.905 and model error 0.024). 展开更多
关键词 infiltration green-ampt Empirical MODEL WMS MODEL Artificial Neural Network MODEL (ANN)
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Evaluating Model Effectiveness for Soil Infiltration Attribute: Comparison of Green-Ampt, Horton and Modified Green-Ampt Infiltration Models
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作者 Mosammat Mustari Khanaum Md. Saidul Borhan 《Journal of Geoscience and Environment Protection》 2023年第2期57-68,共12页
Soil infiltration is a very important concept in hydrology as well as irrigation, which plays a vital role in estimating surface runoff and groundwater recharge. It is a complicated process that varies with numerous f... Soil infiltration is a very important concept in hydrology as well as irrigation, which plays a vital role in estimating surface runoff and groundwater recharge. It is a complicated process that varies with numerous factors. Accurate estimation of soil infiltration is required for future irrigation, and many other purposes. To estimate the infiltration process, there are numerous models. The majority of them have some presumptions, a unique calculation method, and some limitations. The purpose of the paper was to assess the model’s performance for a similar hypothetical scenario involving soil infiltration. It compared the infiltration rate, runoff rate, and incremental infiltration versus time for three different infiltration models: the Green-Ampt model (GA), the Horton model and the Modified Green-Ampt (MGA) model. A spreadsheet was used to calculate the Horton model, and HYDROL-INF (V 5.03) was used to simulate the other two models. Among those three models, the MGA model outperformed those three models, while the GA model produced greater infiltration rate than rainfall, which was insensible. The study showed that the MGA model, which provides useful infiltration predictions, outperformed the other two infiltration models. Since the Horton model does not consider ponding conditions, it is only applicable when the effective rainfall intensity exceeds the final infiltration capacity. Moreover, the GA model’s initial infiltration rate is irrational because it disregards the intensity of the rainfall. The results of this study will assist in selecting the most accurate method for estimating soil infiltration for agricultural purposes. 展开更多
关键词 infiltration Groundwater Recharge green-ampt Horton Model Modified green-ampt
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An Analytical Solution for One-Dimensional Water Infiltration and Redistribution in Unsaturated Soil 被引量:7
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作者 WANG Quan-Jiu R. HORTON FAN Jun 《Pedosphere》 SCIE CAS CSCD 2009年第1期104-110,共7页
Soil infiltration and redistribution are important processes in field water cycle, and it is necessary to develop a simple model to describe the processes. In this study, an algebraic solution for one-dimensional wate... Soil infiltration and redistribution are important processes in field water cycle, and it is necessary to develop a simple model to describe the processes. In this study, an algebraic solution for one-dimensional water infiltration and redistribution without evaporation in unsaturated soil was developed based on Richards equation. The algebraic solution had three parameters, namely, the saturated water conductivity, the comprehensive shape coefficient of the soil water content distribution, and the soil suction allocation coefficient. To analyze the physical features of these parameters, a relationship between the Green-Ampt model and the algebraic solution was established. The three parameters were estimated based on experimental observations, whereas the soil water content and the water infiltration duration were calculated using the algebraic solution. The calculated soil water content and infiltration duration were compared with the experimental observations, and the results indicated that the algebraic solution accurately described the unsaturated soil water flow processes. 展开更多
关键词 algebraic solution green-ampt model soil water infiltration and redistribution unsaturated soil
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NH_3-N Degradation Dynamics and Calculating Model of Filtration Bed Height in Constructed Soil Rapid Infiltration 被引量:7
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作者 XU Wenlai ZHANG Jianqiang LIU Yun 《Chinese Geographical Science》 SCIE CSCD 2011年第6期637-645,共9页
The research on Constructed Soil Rapid Infiltration(CSRI) system is in its infancy at home and abroad.There are several details about the mechanism and application of CSRI system needed to be further studied.A major l... The research on Constructed Soil Rapid Infiltration(CSRI) system is in its infancy at home and abroad.There are several details about the mechanism and application of CSRI system needed to be further studied.A major limitation in the current research is the absence of degradation dynamics of pollutants,and the height of filtration bed in CSRI system currently determined by empirical judgment lacks accuracy and logicality.To solve these two prob-lems,the soil column of CSRI system was utilized to treat domestic wastewater,meanwhile,the NH3-N degradation dynamics were studied according to the Monod equation,the research of Mann A T and the NH3-N degradation law.Then the mathematical model of filtration bed height was built based on NH3-N degradation dynamics equation in the soil column.It has been proven that within a limited range this model can calculate the appropriate height of filtration bed accurately in order to optimize technological parameters of hydraulic load and the concentration of influent NH3-N,improving the effluent quality of CSRI system. 展开更多
关键词 degradation dynamics Monod equation domestic wastewater filtration bed height NH3-N constructedsoil rapid infiltration
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Use of Horton Infiltration Model in Estimating Infiltration Characteristics of an Alfisol in the Northern Guinea Savanna of Nigeria 被引量:2
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作者 A. Abdulkadir M. N. Wuddivira +1 位作者 N. Abdu O. J. Mudiare 《Journal of Agricultural Science and Technology(A)》 2011年第6期925-931,共7页
Field infiltration measurement is often a tedious task thus can be easily estimated from proposed infiltration models. The Horton equation is one of the popular models used in the characterization of field infiltratio... Field infiltration measurement is often a tedious task thus can be easily estimated from proposed infiltration models. The Horton equation is one of the popular models used in the characterization of field infiltration. In this study, the least square curve firing technique was employed to estimate the model parameters from fifteen field measured data and gave resultant mean regression coefficients (R2) value of 0.811. Furthermore, plotting the measured against the calculated infiltration rate for the first six (6) measurement points yielded R2 values close to unity in the regression curve indicating a marked relationship between the two. This indicates that the Horton infiltration model can be applied to estimate infiltration characteristics of soils in Samaru, Northern Guinea Savanna of Nigeria. 展开更多
关键词 Field infiltration Horton's infiltration equation regression least-square technique.
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Green-Ampt公式在层状土入渗模拟计算中的应用 被引量:36
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作者 王全九 邵明安 +5 位作者 汪志荣 张建丰 吕殿青 张江辉 丁新利 秋胜彬 《土壤侵蚀与水土保持学报》 CSCD 北大核心 1999年第4期66-70,共5页
通过对GreenAmpt 入渗模型特点的进一步分析和总结,概述了目前对GreenAmpt 入渗模式的发展情况,特别在沙层阻水、浑水入渗、间歇入渗和降雨入渗方面的应用进行分析,并对GreenAmpt 公式在这些方面应用中参数确定方法进行了进一步探... 通过对GreenAmpt 入渗模型特点的进一步分析和总结,概述了目前对GreenAmpt 入渗模式的发展情况,特别在沙层阻水、浑水入渗、间歇入渗和降雨入渗方面的应用进行分析,并对GreenAmpt 公式在这些方面应用中参数确定方法进行了进一步探讨,为在黄土区的应用提供指导。 展开更多
关键词 green-ampt公式 层状土 入渗模型 沙层阻水 浑水入渗 降雨入渗
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Green-Ampt模型渗透系数取值方法研究 被引量:16
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作者 吕特 张洁 +2 位作者 薛建峰 黄宏伟 于永堂 《岩土力学》 EI CAS CSCD 北大核心 2015年第S1期341-345,共5页
格林-安姆普特(Green-Ampt)模型原理简单、使用方便,在浅层滑坡的降雨入渗分析中有很大的应用潜力。渗透系数是Green-Ampt模型中的一个主要参数,该渗透系数并不一定等于土体的饱和渗透系数。通过与理查茲(Richards)方程求解进行比较,研... 格林-安姆普特(Green-Ampt)模型原理简单、使用方便,在浅层滑坡的降雨入渗分析中有很大的应用潜力。渗透系数是Green-Ampt模型中的一个主要参数,该渗透系数并不一定等于土体的饱和渗透系数。通过与理查茲(Richards)方程求解进行比较,研究了Green-Ampt模型中渗透系数的取值方法。研究发现,为获得与Richards方程相同的入渗量计算结果,需对饱和渗透系数进行修正,该修正系数的大小与入渗深度和土体类型有关。对于文中研究的土体,当Green-Ampt模型中渗透系数取为0.7倍饱和渗透系数时,由Green-Ampt模型计算的孔隙水压力分布与Richards方程计算结果最为接近,建议Green-Ampt模型中渗透系数修正系数取0.7。 展开更多
关键词 格林-安姆普特模型 入渗 渗透系数 理查茲方程
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ANALYSIS ON INFILTRATIVE CHARACTERISTICS OF DEFORMABLE POROUS MATAL RUBBER MATERIAL AND PARAMATERS IDENTIFICATION 被引量:7
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作者 Jiang Hongyuan Xia Yuhong +1 位作者 Su Daizhong Белоусов А И 《Chinese Journal of Mechanical Engineering》 SCIE EI CAS CSCD 2005年第4期562-565,共4页
The effect of deformation of porous material on infiltrative performance is investigated. Based on Darcy theory and Boit principle, the Reynolds equation and mathematical expression of deformable metal rubber (MR) m... The effect of deformation of porous material on infiltrative performance is investigated. Based on Darcy theory and Boit principle, the Reynolds equation and mathematical expression of deformable metal rubber (MR) material under laminar flow are obtained according to the change of porosity of metal rubber. It is shown that the throttle of MR material is dependent on its porosity and diameter of metal wires. It will be of great value for the application of MR in throttle field. 展开更多
关键词 Metal rubber Porous material infiltrative coefficient Porosity Reynolds equation
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碳化硅多孔介质内渗硅过程的仿真研究
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作者 张栩熙 张舸 +10 位作者 包建勋 崔聪聪 郭聪慧 李伟 张巍 朱万利 徐传享 曹琪 董斌超 周立勋 李易霖 《硅酸盐通报》 CAS 北大核心 2024年第9期3424-3437,共14页
对仿真熔硅在碳化硅多孔预制体内的渗流过程进行深入研究,不仅有助于了解反应熔渗过程缺陷的成因,还有助于揭示特殊渗流现象的成因。本文基于水平集法、N-S方程、杨氏方程,在由光学显微镜图像提取重构的二维孔道内,进行了熔硅毛细熔渗... 对仿真熔硅在碳化硅多孔预制体内的渗流过程进行深入研究,不仅有助于了解反应熔渗过程缺陷的成因,还有助于揭示特殊渗流现象的成因。本文基于水平集法、N-S方程、杨氏方程,在由光学显微镜图像提取重构的二维孔道内,进行了熔硅毛细熔渗过程的仿真,重点模拟了由40μm颗粒经模压构成的预制体和基于颗粒级配工艺的预制体内的熔渗过程。结果表明:入渗过程中较大的入口有利于熔渗的快速进行,熔渗过程在同一区域由非饱和渗流逐步向饱和渗流演变;预制体内的大空腔、尖角区与盲孔等孔隙结构有较大概率演化出孔隙型缺陷;预制体的排气出口边界条件与熔渗趋肤成壳现象呈强相关性。 展开更多
关键词 碳化硅 渗流仿真 细观孔道 水平集法 润湿 N-S方程
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西南喀斯特区砾石对石灰土土壤孔隙及水分入渗的影响
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作者 黄光灵 王星 +3 位作者 徐勤学 敖利满 秦湛博 张帅普 《水土保持学报》 CSCD 北大核心 2024年第4期312-321,334,共11页
[目的]砾石是影响土壤孔隙和水分入渗的重要因素,明确砾石通过改变哪些土壤孔隙特征进而影响水分入渗具有重要意义。[方法]以西南喀斯特地区砾石含量高的石灰土为研究对象,采用CT扫描和室内一维土柱入渗试验,对比分析2种砾石粒径(2.0~5.... [目的]砾石是影响土壤孔隙和水分入渗的重要因素,明确砾石通过改变哪些土壤孔隙特征进而影响水分入渗具有重要意义。[方法]以西南喀斯特地区砾石含量高的石灰土为研究对象,采用CT扫描和室内一维土柱入渗试验,对比分析2种砾石粒径(2.0~5.0,5.0~12.5 mm)和5种砾石含量(0,10%,20%,30%,40%)条件下的土壤孔隙特征及水分入渗特性,并使用结构方程模型探究土壤孔隙特征与入渗特性之间的耦合关系。[结果](1)含砾石土壤的大孔隙度、孔隙连通率、孔隙形状因子、孔隙表面积和孔隙体积均高于无砾石土壤;且当砾石含量为20%和30%时,孔隙连通率与孔隙形状因子和无砾石土壤之间存在显著性差异(p<0.05);(2)砾石改善土壤入渗性能,粒径为2.0~5.0 mm时,砾石含量从10%到40%的稳定入渗率分别是无砾石土壤的4.02,5.00,2.88,5.14倍,累积入渗量分别是1.67,1.76,2.49,2.39倍;粒径为5.0~12.5 mm时,土壤稳定入渗率分别是无砾石的2.20,2.67,4.78,2.78倍,累积入渗量分别是1.42,1.75,2.46,2.02倍。(3)在结构方程模型中砾石含量与孔隙连通率、孔隙等效直径呈正相关关系,孔隙连通率对稳定入渗率的影响最大,孔隙等效直径对累积入渗量的影响最大。[结论]砾石含量主要通过增加土壤孔隙连通率和孔隙等效直径促进水分入渗,研究结果可为深入认识西南喀斯特地区含砾石土壤的水文过程提供科学依据与理论参考。 展开更多
关键词 砾石 CT 土壤孔隙 入渗 结构方程模型
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基于混沌理论的非饱和土含水率预测 被引量:1
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作者 朱悦璐 吴奇俞 《人民长江》 北大核心 2024年第4期214-221,共8页
针对无资料区土体含水率数据难以获取的问题,提出了一种基于卫星反演-相空间重构-非饱和入渗计算的组合方案,以研究区110 d土体表层含水率为基础,预测未来100 d无资料时段土体表层及内部含水率分布规律。计算结果表明:研究区含水率时间... 针对无资料区土体含水率数据难以获取的问题,提出了一种基于卫星反演-相空间重构-非饱和入渗计算的组合方案,以研究区110 d土体表层含水率为基础,预测未来100 d无资料时段土体表层及内部含水率分布规律。计算结果表明:研究区含水率时间序列具备混沌特征,可由一维时间序列拓扑为一个嵌入维数m=5,迟滞τ=10的相空间,由该相空间预测的土体表层含水率在验证期最小相对误差为0.7%,最大相对误差为2.4%,在预测期最小相对误差为2.2%,最大相对误差为8.3%,均满足工程需求,因此将其用于后续非饱和入渗计算的边界条件是真实有效的。该方案具有动力学特性和物理力学意义,可为无资料地区土体含水率估计借鉴。 展开更多
关键词 土体含水率 非饱和入渗 相空间重构 混沌理论 RICHARDS方程 非饱和土
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Runoff and Infiltration responses of revegetated slopes to clipping management on the northern Loess Plateau
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作者 Qilin He Binbin Li +2 位作者 Fengbao Zhang Nan Shen Mingyi Yang 《International Soil and Water Conservation Research》 SCIE CSCD 2024年第1期171-183,共13页
Large-scale vegetation restoration can reduce local watershed water yield,limit vegetation establishment and subsequent growth,and influence regional ecosystem functions.Clipping management by reducing aboveground par... Large-scale vegetation restoration can reduce local watershed water yield,limit vegetation establishment and subsequent growth,and influence regional ecosystem functions.Clipping management by reducing aboveground parts of grassland was gradually recommended and adopted in Grain-for-Green project management to offset these additional issues.Thus,scientific evaluation of the effectiveness of clipping management on infiltration and runoff processes is necessary for maintaining the stability of the surface water system and the sustainability of vegetation restoration in semi-arid regions.A field simulated rainfall experiment was conducted with four managed clipping grasslands(mainly bunge needlegrass and Stipa grandis),including no clipping,light clipping,heavy clipping,and complete clipping under three slope gradients(10,20,and 30°)and three rainfall intensities(60,90,and 120 mm/h)to explore the mechanism of runoff and infiltration responses to clipping using structural equation modeling and variation partitioning based on an SCS-CN model.The results showed the runoff coefficient of the light clipping,heavy clipping,and complete clipping plots were 1.33,2.22,and 4.22 times that of the no clipping plot.The light clipping,heavy clipping,and complete clipping plots decreased the infiltration coefficients by 0%,5%,and 26%relative to the no clipping plot.Rainfall intensity dominated runoff and infiltration amounts,and clipping intensity's total effect was stronger than slope gradient.Clipping intensity and slope gradient were more influential on runoff with increasing rainfall intensity.The mutual inhibition effect was between clipping intensity and slope gradient on runoff.In order to maintain the sustainability of restoration,a 25-50%vegetation coverage after clipping maximizes the benefits of increasing runoff and maintaining enough soil water supply that prevents possible soil drought.We propose that future vegetation restoration policies should evaluate the appropriate clipping intensity;meanwhile,local physiographic and climate conditions should be considered.These findings may offer guidance for the development of measures for runoff regulation and ecosystem functions of the watershed during vegetation restoration on the northern Loess Plateau. 展开更多
关键词 RUNOFF infiltration Grassland clipping management SCS-CN model Structural equation model Variation partitioning
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Influence of varied drought types on soil conservation service within the framework of climate change:insights from the Jinghe River Basin,China
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作者 BAI Jizhou LI Jing +4 位作者 RAN Hui ZHOU Zixiang DANG Hui ZHANG Cheng YU Yuyang 《Journal of Arid Land》 SCIE CSCD 2024年第2期220-245,共26页
Severe soil erosion and drought are the two main factors affecting the ecological security of the Loess Plateau,China.Investigating the influence of drought on soil conservation service is of great importance to regio... Severe soil erosion and drought are the two main factors affecting the ecological security of the Loess Plateau,China.Investigating the influence of drought on soil conservation service is of great importance to regional environmental protection and sustainable development.However,there is little research on the coupling relationship between them.In this study,focusing on the Jinghe River Basin,China as a case study,we conducted a quantitative evaluation on meteorological,hydrological,and agricultural droughts(represented by the Standardized Precipitation Index(SPI),Standardized Runoff Index(SRI),and Standardized Soil Moisture Index(SSMI),respectively)using the Variable Infiltration Capacity(VIC)model,and quantified the soil conservation service using the Revised Universal Soil Loss Equation(RUSLE)in the historical period(2000-2019)and future period(2026-2060)under two Representative Concentration Pathways(RCPs)(RCP4.5 and RCP8.5).We further examined the influence of the three types of drought on soil conservation service at annual and seasonal scales.The NASA Earth Exchange Global Daily Downscaled Projections(NEX-GDDP)dataset was used to predict and model the hydrometeorological elements in the future period under the RCP4.5 and RCP8.5 scenarios.The results showed that in the historical period,annual-scale meteorological drought exhibited the highest intensity,while seasonal-scale drought was generally weakest in autumn and most severe in summer.Drought intensity of all three types of drought will increase over the next 40 years,with a greater increase under the RCP4.5 scenario than under the RCP8.5 scenario.Furthermore,the intra-annual variation in the drought intensity of the three types of drought becomes smaller under the two future scenarios relative to the historical period(2000-2019).Soil conservation service exhibits a distribution pattern characterized by high levels in the southwest and southeast and lower levels in the north,and this pattern has remained consistent both in the historical and future periods.Over the past 20 years,the intra-annual variation indicated peak soil conservation service in summer and lowest level in winter;the total soil conservation of the Jinghe River Basin displayed an upward trend,with the total soil conservation in 2019 being 1.14 times higher than that in 2000.The most substantial impact on soil conservation service arises from annual-scale meteorological drought,which remains consistent both in the historical and future periods.Additionally,at the seasonal scale,meteorological drought exerts the highest influence on soil conservation service in winter and autumn,particularly under the RCP4.5 and RCP8.5 scenarios.Compared to the historical period,the soil conservation service in the Jinghe River Basin will be significantly more affected by drought in the future period in terms of both the affected area and the magnitude of impact.This study conducted beneficial attempts to evaluate and predict the dynamic characteristics of watershed drought and soil conservation service,as well as the response of soil conservation service to different types of drought.Clarifying the interrelationship between the two is the foundation for achieving sustainable development in a relatively arid and severely eroded area such as the Jinghe River Basin. 展开更多
关键词 meteorological drought hydrological drought agricultural drought soil conservation service Variable infiltration Capacity(VIC)model Revised Universal Soil Loss equation(RUSLE) Jinghe River Basin
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基于最小作用原理的积水土坡水分入渗路径及规律研究
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作者 肖耀廷 朱悦璐 《水利水电科技进展》 CSCD 北大核心 2024年第3期1-7,共7页
基于最小作用原理,以时间为最小作用量,建立了二维Richards方程水分入渗路径的泛函,提出了积水条件下土坡水分入渗的变分解,并在此基础上利用Brooks-Corey模型计算了锋面以上土体的水力坡降并讨论了入渗曲线的形态,同时利用Hydrus 2D软... 基于最小作用原理,以时间为最小作用量,建立了二维Richards方程水分入渗路径的泛函,提出了积水条件下土坡水分入渗的变分解,并在此基础上利用Brooks-Corey模型计算了锋面以上土体的水力坡降并讨论了入渗曲线的形态,同时利用Hydrus 2D软件分析了第一类边界条件下土坡内含水量分布。结果表明:二维斜面入渗的变分解与一维水平入渗、垂直入渗变分解具有相同形式;入渗曲线表现为外凸形态;数值计算得到的入渗量与湿润锋深度呈线性关系,与变分解的分析结果一致;变分解求得的湿润锋深度、含水量分布用于分析边坡稳定等宏观工程问题是可行的。 展开更多
关键词 积水土坡 入渗曲线 最小作用原理 RICHARDS方程 变分解
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浑水入渗机制及模拟模型研究 被引量:41
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作者 王全九 王文焰 +2 位作者 邵明安 汪志荣 吕殿青 《农业工程学报》 EI CAS CSCD 北大核心 1999年第1期135-138,共4页
泥沙的沉积会改变土壤表面特性、影响土壤的入渗特性。但目前对此问题仅是通过实验研究,未形成具有物理机制的计算土壤入渗过程的模型,不利于根据现代土壤物理方法描述浑水入渗过程。该文通过对浑水入渗特性和浑水入渗规律的分析,对... 泥沙的沉积会改变土壤表面特性、影响土壤的入渗特性。但目前对此问题仅是通过实验研究,未形成具有物理机制的计算土壤入渗过程的模型,不利于根据现代土壤物理方法描述浑水入渗过程。该文通过对浑水入渗特性和浑水入渗规律的分析,对现有的Green-Ampt入渗模式进行改进,将泥沙沉积对入渗的影响归结为对湿润锋平均吸力的影响。这样有利于利用现有清水入渗模式来计算浑水入渗过程。并且利用室内模拟实验资料对模型进行检验,检验结果表明该模型是合理的。 展开更多
关键词 浑水入渗 green-ampt公式 模拟模型
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根据水流推进过程预测Horton入渗公式参数和田面平均糙率系数 被引量:13
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作者 马东豪 王全九 郭太龙 《农业工程学报》 EI CAS CSCD 北大核心 2005年第12期52-55,共4页
通过分析畦田水流特征,结合Horton入渗公式,在满宁公式的基础上,根据水量平衡原理建立了利用水流推进过程确定土壤入渗参数和田面糙率系数的方法。同时,利用实验资料对所提出的方法进行了检验,结果表明利用该方法所推求的入渗参数和糙... 通过分析畦田水流特征,结合Horton入渗公式,在满宁公式的基础上,根据水量平衡原理建立了利用水流推进过程确定土壤入渗参数和田面糙率系数的方法。同时,利用实验资料对所提出的方法进行了检验,结果表明利用该方法所推求的入渗参数和糙率系数,零惯量模型预测的推进过程和消退过程与实测数据相一致。 展开更多
关键词 水流推进 土壤入渗 Horton入渗公式 田面糙率系数
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应力场、温度场、声场作用下煤层气的渗流方程 被引量:16
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作者 姜永东 阳兴洋 +2 位作者 鲜学福 熊令 易俊 《煤炭学报》 EI CAS CSCD 北大核心 2010年第3期434-438,共5页
采用自制的可控声震法煤层气渗流实验系统,研究了不加声场和加声场作用下煤样的渗透特性,研究得出:在不加声场作用下,当矿压、孔隙压力、温度一定时,在煤样应力应变曲线的初始压密阶段和弹性阶段,渗透率随轴向有效应力的增大而减小。在... 采用自制的可控声震法煤层气渗流实验系统,研究了不加声场和加声场作用下煤样的渗透特性,研究得出:在不加声场作用下,当矿压、孔隙压力、温度一定时,在煤样应力应变曲线的初始压密阶段和弹性阶段,渗透率随轴向有效应力的增大而减小。在应变硬化阶段,渗透率随轴向有效应力的增大而增大,临近试件破坏时,渗透率骤增;在不加声场作用下,当轴向应力、孔隙压力、温度一定时,煤样渗透率随有效矿压的增大而减小,且呈负指数关系;在声场作用下,当轴向应力、矿压、孔隙压力、温度一定时,声场作用能提高煤样的渗透率,且渗透率随作用时间的增长而增大。在实验研究成果的基础上,建立了应力场、温度场、声场作用下煤层气的渗流方程。 展开更多
关键词 应力场 温度场 声场 煤层气 渗透方程
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黄土高原沟壑区坡耕地土壤入渗规律研究 被引量:31
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作者 赵西宁 吴发启 王万忠 《干旱区资源与环境》 CSSCI CSCD 2004年第4期109-112,共4页
通过野外人工模拟降雨试验 ,分析了 3种入渗公式中经验参数在坡耕地不同耕作措施、不同坡度及不同降雨条件下的变化规律 ,探讨了坡度、土壤初始含水率、降雨强度。
关键词 黄土高原 坡耕地 土壤 植被 渗速率
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土壤初始含水量对微咸水入渗特征影响 被引量:49
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作者 王全九 叶海燕 +1 位作者 史晓南 苏莹 《水土保持学报》 CSCD 北大核心 2004年第1期51-53,共3页
由于淡水资源短缺,微咸水开发利用成为缓减农业水资源短缺的重要措施。但由于微咸水中含有各种盐分离子影响土壤入渗特征,并对不同土壤初始含水量会表现出不同影响程度。本文进行了不同初始含水量条件下微咸水入渗试验,结果表明在低含... 由于淡水资源短缺,微咸水开发利用成为缓减农业水资源短缺的重要措施。但由于微咸水中含有各种盐分离子影响土壤入渗特征,并对不同土壤初始含水量会表现出不同影响程度。本文进行了不同初始含水量条件下微咸水入渗试验,结果表明在低含水量情况下,土壤累积入渗量随着含水量增加而增加,但在高含水量表现不很明显。同时利用Green-Ampt入渗公式对实验资料进行分析,发现随着含水量增加土壤饱和导水能力增加,而湿润锋处吸力减少,与利用饱和导水能力测定结果相一致。 展开更多
关键词 土壤 含水量 微咸水 入渗特征
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