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The characteristics of rill development and their effects on runoff and sediment yield under different slope gradients 被引量:11
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作者 HE Ji-jun SUN Li-ying +2 位作者 GONG Hui-li CAI Qiang-guo JIA Li-juan 《Journal of Mountain Science》 SCIE CSCD 2016年第3期397-404,共8页
Rill formation is the predominant erosion process in slope land in the Loess Plateau,China.This study was conducted to investigate rill erosion characteristics and their effects on runoff and sediment yielding process... Rill formation is the predominant erosion process in slope land in the Loess Plateau,China.This study was conducted to investigate rill erosion characteristics and their effects on runoff and sediment yielding processes under different slope gradients at a rate of 10°,15°,20°and 25°with rainfall intensity of 1.5 mm min-1 in a laboratory setting.Results revealed that mean rill depth and rill density has a positive interrelation to the slope gradient.To the contrary,width-depth ratio and distance of the longest rill to the top of the slope negatively related to slope gradient.All these suggested that increasing slope steepness could enhance rill headward erosion,vertical erosion and the fragmentation of the slope surface.Furthermore,total erosion tended to approach a stable maximum value with increasing slope,which implied that there is probably a threshold slope gradient where soil erosion begins to weaken.At the same time,the correlation analysis showed that there was a close connection between slope gradient and the variousindices of soil erosion:the correlation coefficients of slope gradient with maximal rill depth,number of rills and the distance of the longest rill from the top of the slope were 0.98,0.97 and-0.98,respectively,indicating that slope gradient is the major factor of affecting the development of rills.Furthermore,runoff was not sensitive to slope gradient and rill formation in this study.Sediment concentration,however,is positively related to slope gradient and rill formation,the sediment concentrations increased rapidly after rill initiation,especially.These results may be essential for soil loss prediction. 展开更多
关键词 Rill erosion Erosion processes Simulated rainfall RUNOFF slope gradient
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Effects of slope gradient on runoff from bare-fallow purple soil in China under natural rainfall conditions 被引量:9
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作者 KOMATSU Yoshitaka KATO Hiroaki +4 位作者 ZHU Bo WANG Tao YANG Fan RAKWAL Randeep ONDA Yuichi 《Journal of Mountain Science》 SCIE CSCD 2018年第4期738-751,共14页
Purple soil is highly susceptible for overland flow and surface erosion, therefore understanding surface runoff and soil erosion processes in the purple soil region are important to mitigate flooding and erosion hazar... Purple soil is highly susceptible for overland flow and surface erosion, therefore understanding surface runoff and soil erosion processes in the purple soil region are important to mitigate flooding and erosion hazards. Slope angle is an important parameter that affects the magnitude of runoff and thus surface erosion in hilly landscapes or bare land area. However, the effect of slope on runoff generation remains unclear in many different soils including Chinese purple soil. The aim of this study was to investigate the relationship between different slope gradients and surface runoff for bare-fallow purple soil, using 5 m × 1.5 m experimental plots under natural rainfall conditions. Four experimental plots(10°, 16°, 20° and 26°) were established in theYanting Agro-ecological Experimental Station of Chinese Academy of Science in central Sichuan Basin. The plot was equipped with water storage tank to monitor water level change. Field monitoring from July 1 to October 31, 2012 observed 42 rainfall events which produced surface runoff from the experimental plots. These water level changes were converted to runoff. The representative eight rainfall events were selected for further analysis, the relationship between slope and runoff coefficient were determined using ANOVA, F-test, and z-score analysis. The results indicated a strong correlation between rainfall and runoff in cumulative amount basis. The mean value of the measured runoff coefficient for four experimental plots was around 0.1. However, no statistically significant relationship was found between slope and runoff coefficient. We reviewed the relationship between slope and runoff in many previous studiesand calculated z-score to compare with our experimental results. The results of z-score analysis indicated that both positive and negative effects of slope on runoff coefficient were obtained, however a moderate gradient(16°-20° in this study) could be a threshold of runoff generation for many different soils including the Chinese purple soil. 展开更多
关键词 Surface runoff slope gradient Natural rainfall Purple soil Runoff plot
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AN EXPERIMENTAL STUDY OF INFILTRATION AND EROSION UNDER SLOPE GRADIENTS AND VEGETAL COVERS 被引量:5
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作者 Jin Changxing Cai Qiangguo(Institute of Geography, CAS, Beijing 100101, China)Wang Zhongke(Soil Conservation Experimental Station, Zhangjiakou, Hebei Province 075000, China) 《Journal of Geographical Sciences》 SCIE CSCD 1995年第4期62-73,共12页
The effect of slope gradient and vegetal cover on soil infiltration and erosion were studied with field simulator. Results showed that infiltration decreases with slope gradients (especially for gradient less than 10&... The effect of slope gradient and vegetal cover on soil infiltration and erosion were studied with field simulator. Results showed that infiltration decreases with slope gradients (especially for gradient less than 10°) and increases with vegetal covers, while soil erosion increases with slope gradients and decreases with vegetal covers. Fittlng the data by Philip's infiltration equation it was found that in the equation, gravitational conductivity decreases with gradient and increases with vegetation, while diffusion decreases with vegetal cover and does not vary with slope gradient In the erosion process, the formation of a layer of thin water is crucial in dctermining the rainsplash and sheetwash. The increasing of erosion with slope gradient contributes mainly to the increase of velocity. 展开更多
关键词 INFILTRATION EROSION slope gradient vegetal cover
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INFLUENCES OF SLOPE GRADIENT ON SOIL EROSION 被引量:3
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作者 刘青泉 陈力 李家春 《Applied Mathematics and Mechanics(English Edition)》 SCIE EI 2001年第5期510-519,共10页
The main factors influencing soil erosion include the net rain excess, the water depth, the velocity, the shear stress of overland flows, and the erosion-resisting capacity of soil. The laws of these factors varying w... The main factors influencing soil erosion include the net rain excess, the water depth, the velocity, the shear stress of overland flows, and the erosion-resisting capacity of soil. The laws of these factors varying with the slope gradient were investigated by using the kinematic wave theory. Furthermore, the critical slope gradient of erosion was driven. The analysis shows that the critical slope gradient of soil erosion is dependent on grain size, soil bulk density, surface roughness, runoff length, net rain excess, and the friction coefficient of soil, etc. The critical slope gradient has been estimated theoretically with its range between 41.5 degrees similar to 50 degrees. 展开更多
关键词 soil erosion critical slope gradient flow scouring capability soil stability
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Soil Organic Carbon Pools in Particle-Size Fractions as Affected by Slope Gradient and Land Use Change in Hilly Regions,Western Iran 被引量:12
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作者 Parisa Mokhtari KARCHEGANI Shamsollah AYOUBI +1 位作者 Mohammad Reza MOSADDEGHI Naser HONARJOO 《Journal of Mountain Science》 SCIE CSCD 2012年第1期87-95,共9页
This study was conducted to explore the effects of topography and land use changes on particulate organic carbon(POC),particulate total nitrogen(PTN),organic carbon(OC) and total nitrogen(TN) associated with different... This study was conducted to explore the effects of topography and land use changes on particulate organic carbon(POC),particulate total nitrogen(PTN),organic carbon(OC) and total nitrogen(TN) associated with different size primary particle fractions in hilly regions of western Iran.Three popular land uses in the selected site including natural forest(NF),disturbed forest(DF) and cultivated land(CL) and three slope gradients(0-10 %,S1,10-30 %,S2,and 30-50%,S3) were employed as the basis of soil sampling.A total of 99 soil samples were taken from the 0-10 cm surface layer in the whole studied hilly region studied.The results showed that the POC in the forest land use in all slope gradients was considerably more than the deforested and cultivated lands and the highest value was observed at NF-S1 treatment with 9.13%.The values of PTN were significantly higher in the forest land use and in the down slopes(0.5%) than in the deforested and cultivated counterparts and steep slopes(0.09%) except for the CL land use.The C:N ratios in POC fraction were around 17-18 in the forest land and around 23 in the cultivated land.In forest land,the silt-associated OC was highest among the primary particles.The enrichment factor of SOC,EC,was the highest for POC.For the primary particles,EC of both primary fractions of silt and clay showed following trend for selected land uses and slope gradients:CL> DF> NF and S3 > S2> S1.Slope gradient of landscape significantly affected the OC and TN contents associated with the silt and clay particles,whereas higher OC and TN contents were observed in lower positions and the lowest value was measured in the steep slopes.Overall,the results showed that native forest land improves soil organic carbon storage and can reduce the carbon emission and soil erosion especially in the mountainous regions with high rainfall in west of Iran. 展开更多
关键词 Land use change Soil organic carbon slope gradient Physical fractionation Particulate organic carbon
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Soil Organic Carbon Loss under Different Slope Gradients in Loess Hilly Region 被引量:1
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作者 JIA Songwei HE Xiubin WEI Fangqiang 《Wuhan University Journal of Natural Sciences》 CAS 2007年第4期695-698,共4页
Based on field runoff plots observation and sample analysis, the effect of slope gradient on soil organic carbon loss was studied under natural rainfall conditions in loess hilly region. The results showed that with s... Based on field runoff plots observation and sample analysis, the effect of slope gradient on soil organic carbon loss was studied under natural rainfall conditions in loess hilly region. The results showed that with slope gradient increasing (from10° to 30°), the changing trend of soil erosion intensity (A) was A20°〉A30°〉A15°〉A10°〉A25°, suggesting that slope gradient between 20° and 25° was a critical degree ranger to exist. Soil organic carbon loss was mainly influenced by soil erosion intensity, appearing the same trend as did soil erosion intensity with increasing slope gradient. Soil erosion results in organic carbon enrichment in sediment. Average enrichment ratios of five runoff plots varied from 2.27 to 3.74, and decreased with increasing erosion intensity and slope gradient. The decrease of surface runoff and soil erosion is the key to reduce soil organic carbon loss. 展开更多
关键词 soil erosion soil organic carbon loss slope gradient carbon cycle
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Using negative exponential function to characterize built-up land density along slope gradient for 19 urban areas in China
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作者 SONG Yufei PENG Qiuzhi +2 位作者 LU Jiating LYU Leting PENG Fengcan 《Journal of Mountain Science》 SCIE CSCD 2024年第11期3859-3870,共12页
In China,numerous cities are expanding into sloping land,yet the quantitative distribution patterns of urban built-up land density along the slope gradient remain unclear,limiting the understanding of sloping land urb... In China,numerous cities are expanding into sloping land,yet the quantitative distribution patterns of urban built-up land density along the slope gradient remain unclear,limiting the understanding of sloping land urbanization.In this paper,a simple negative exponential function was presented to verify its applicability in 19 typical sloping urban areas in China.The function fits well for all case urban areas(R^(2)≥0.951,p<0.001).The parameters of this function clearly describe two fundamental attributes:initial value a and decline rate b.Between 2000 and 2020,a tends to increase,while b tends to decrease in all urban areas,confirming the hypothesis of mutual promotion between flatland densification and sloping land expansion.Multiple regression analysis indicates that the built-up land density and the ruggedness of background land can explain 70.7%of a,while the average slope ratio of built-up land to background land,the built-up land density and the built-up land area can explain 82.1%of b.This work provides a quantitative investigative tool for distribution of urban built-up land density along slope gradient,aiding in the study of the globally increasing phenomenon of sloping land urbanization from a new perspective. 展开更多
关键词 Negative exponential function Urban built up land density slope gradient Sloping urban area Sloping land urbanization Mountain area
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Effect of slope gradient on the subsurface water flow velocity of sand layer profile 被引量:3
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作者 HAN Zhen CHEN Xiao-yan +3 位作者 HUANG Yu-han LUO Bang-lin XING Hang HUANG Yong-chao 《Journal of Mountain Science》 SCIE CSCD 2020年第3期641-652,共12页
Subsurface water flow velocity influences the hydrodynamic characteristics of soil seepage and the interaction between subsurface water flow and surface runoff during soil erosion and sediment transport.A visualized m... Subsurface water flow velocity influences the hydrodynamic characteristics of soil seepage and the interaction between subsurface water flow and surface runoff during soil erosion and sediment transport.A visualized method and equipment was adopted in this study to observe the subsurface water flow.Quartz sand was used as the test material of subsurface water flow and fluorescent dye was used as the indicator for tracing subsurface water flow.Water was supplied at the same flow discharge to the three parts at the bottom of the test flume,and the subsurface water flow were determined with four slope gradients(4°,8°,10°,and 12°).The results showed that the seepage velocity gradually increased with increasing slope gradient.The pore water velocity at different depths of sand layer profile increased with increasing slope gradient,whereas the thickness of the flow front gradually decreased.For the same slope gradient,the pore water velocity in the lower layer was the largest,whereas the thickness of the flow front was the smallest.Comparative analysis of the relationship between seepage velocity and pore water velocity at different depths of sand layer profile showed that the maximum relative difference between the measured pore water velocity and the computational pore water velocity at different depths of sand profile in the experiment was 4.38%.Thus,the test method for measuring the subsurface water flow velocity of sand layer profile adopted in this study was effective and feasible.The development of this experiment and the exploration of research methods would lay a good test foundation for future studies on the variation law of subsurface water flow velocity and the determination of flow velocity in purple soils,thus contributing to the improvement of the hydrodynamic mechanism of purple soils. 展开更多
关键词 SUBSURFACE WATER flow PORE WATER VELOCITY SEEPAGE VELOCITY slope gradient Sand layer
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Influence of Gradient on Stability of Soil Slope Containing Roots 被引量:1
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作者 朱海丽 李燕婷 宋路 《Agricultural Science & Technology》 CAS 2015年第10期2350-2353,共4页
Abundant herbaceous and shrub roots play an important role in preventing water and soil erosion and increasing shallow slope stability. In order to make a quantitative analysis on the contribution of root system to sl... Abundant herbaceous and shrub roots play an important role in preventing water and soil erosion and increasing shallow slope stability. In order to make a quantitative analysis on the contribution of root system to slope stability under dif- ferent slope gradient, an unconsolidated and undrained triaxial compression test was conducted to measure the shear strengths of soil and root-soil composite in the two slopes in eastern Qinghai Province. In addition, under the protection of plant roots, the effect of gradient on stability of soil slope was investigated by limit equilibrium method. The results showed that the stability coefficient of soil slope planted with two kinds of brush was decreased with the increase in slope gradient, and the sta- bility coefficient increment of soil slope containing Atriplex canescens roots was higher than that containing Caragana korshinskii roots. When the slope gradient ranged from 25° to 50°, the stability coefficient of soil slope planted with Atriplex canescens or Caragana korshinskii ranged from 0.80 to 1.38. However, when the slope gradient exceeded 55°, the increment of stability coefficient of soil slope became small. 展开更多
关键词 Soil slope slope gradient Shear strength Stability coefficient Root system
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Effects of rainfall intensities and slope gradients on nitrogen loss at the seedling stage of maize(Zea mays L.)in the purple soil regions of China
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作者 Shuqin He Yuanbo Gong +3 位作者 Ziheng Zheng Ziteng Luo Bo Tan Yunqi Zhang 《International Journal of Agricultural and Biological Engineering》 SCIE CAS 2022年第2期142-148,共7页
Loss of soil nitrogen has been reported to reduce soil productivity and result in eutrophication.The objective of this work was to understand the mechanisms of nitrogen loss at the maize seedling stage from purple soi... Loss of soil nitrogen has been reported to reduce soil productivity and result in eutrophication.The objective of this work was to understand the mechanisms of nitrogen loss at the maize seedling stage from purple soil in the sloping farmlands of southwest China.The characteristics of nitrogen loss were explored in experiments simulating rainfall conditions during the maize seedling stage at different rainfall intensities(60 mm/h,90 mm/h,and 120 mm/h)and slope gradients(10°,15°,and 20°).The results showed that the runoff and sediment yield increased with time.The surface runoff and sediment yield increased with the rainfall intensity and slope gradient.Nitrogen losses increased in the surface runoff and sediment but decreased in the interflow as the rainfall intensity and slope gradient increased.Dissolved total nitrogen(DTN)was the main form of nitrogen in the surface runoff and interflow,and nitrate nitrogen(NO3-N)was the main form of DTN.The surface runoff and sediment accounted for less than half of the TN losses.Thus,interflow was the main pathwayfor nitrogen loss.The regression lines between the surface runoff and forms of nitrogen losses in the runoff and interflow were linear.The results indicated that an increasing rainfall intensity and slope gradient generally increased the surface runoff,sediment,andnitrogen losses.However,the opposite trend was observed for the interflow and its nitrogen losses. 展开更多
关键词 forms of nitrogen surface runoff INTERFLOW sediment yield slope gradient rainfall intensity
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Rainfall and inflow effects on soil erosion for hillslopes dominated by sheet erosion or rill erosion in the Chinese Mollisol region 被引量:15
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作者 SHEN Hai-ou WEN Lei-lei +4 位作者 HE Yun-feng HU Wei LI Hong-li CHE Xiao-cui LI Xin 《Journal of Mountain Science》 SCIE CSCD 2018年第10期2182-2191,共10页
Erosion agents and patterns profoundly affect hillslope soil loss characteristics. However, few attempts have been made to analyze the effects of rainfall and inflow on soil erosion for hillslopes dominated by sheet e... Erosion agents and patterns profoundly affect hillslope soil loss characteristics. However, few attempts have been made to analyze the effects of rainfall and inflow on soil erosion for hillslopes dominated by sheet erosion or rill erosion in the Chinese Mollisol region. The objective of this study was to discuss the erosive agent(rainfall or inflow), hillslope erosion pattern(sheet erosion or rill erosion) and slope gradient effects on runoff and soil losses. Two soil pans(2.0 m long, 0.5 m wide and 0.5 m deep) with 5° and 10° slopes were subjected to rainfall(0 and 70 mm h–1) and inflow(0 and 70 mm h–1) experiments. Three experimental combinations of rainfall intensity(RI) and inflow rate(IR) were tested using the same water supply of 70 mm by controllingthe run time. A flat soil surface and a soil bed with a straight initial rill were prepared manually, and represented hillslopes dominated by sheet erosion and rill erosion, respectively. The results showed that soil losses had greater differences among treatments than total runoff. Soil losses decreased in the order of RI70+IR70 > RI70+IR0 > RI0+IR70. Additionally, soil losses for hillslopes dominated by rill erosion were 1.7-2.2 times greater at 5° and 2.5-6.9 times greater at 10° than those for hillslopes dominated by sheet erosion. The loss of <0.25 mm soil particles and aggregates varying from 47.72%-99.60% of the total soil loss played a dominant role in the sediment. Compared with sheet erosion hillslopes, rill erosion hillslopes selectively transported more microaggregates under a relatively stable rill development stage, but rills transported increasinglymore macroaggregates under an active rill development stage. In conclusion, eliminating raindrop impact on relatively gentle hillslopes and preventing rill development on relatively steep hillslopes would be useful measures to decrease soil erosion and soil degradation in the Mollisol region of northeastern China. 展开更多
关键词 RUNOFF Soil loss slope gradient Rill erosion Mollisol region
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林下黄精种植对坡面产流产沙特征的影响
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作者 王林铃 晏慧颖 +3 位作者 杨元 汤汶奇 茶联玲 黎建强 《东北林业大学学报》 北大核心 2026年第1期118-125,共8页
为探究林下药物种植对坡面水土流失的影响,采用野外径流小区原位观测试验,以林下黄精(Polygonatum kingianum Collett&Hemsl.)种植这一模式为研究对象,通过对比2023—2024年雨季期间5°、10°、15°三种坡度下黄精林地... 为探究林下药物种植对坡面水土流失的影响,采用野外径流小区原位观测试验,以林下黄精(Polygonatum kingianum Collett&Hemsl.)种植这一模式为研究对象,通过对比2023—2024年雨季期间5°、10°、15°三种坡度下黄精林地与自然林地的产流、产沙特征,分析其与坡度及降雨特征的关系。结果表明:研究期间共监测到17场侵蚀性降雨;黄精林地总产流量和总产沙量较自然林地分别增加54.31%和138.39%;随坡度增加,林地的总产流、产沙量相应增加,黄精林地15°坡度的总产流、产沙量较5°坡度时分别增加143.71%和158.57%;暴雨条件下,黄精林地的总产流量和总产沙量分别为23.94 mm、40.63 t/km^(2),占观测期间总量的67.49%和86.41%;林地产流、产沙量与降雨量、降雨侵蚀力及5、10、30、60 min最大降雨强度呈极显著正相关(p<0.01),并呈极显著指数函数、幂函数或线性关系(p<0.01);林地总产流、产沙量与坡度呈极显著指数函数关系(p<0.01),R^(2)>0.95。林下种植黄精后,林地产流、产沙量显著增加,尤其是在大坡度和高强度降雨下,流失更为严重。 展开更多
关键词 林下黄精 产流产沙 降雨特征 坡度 回归分析
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Effects of rainfall intensity and topography on rill development and rill characteristics on loessial hillslopes in China 被引量:6
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作者 SHEN Hai-ou ZHENG Fen-li +1 位作者 WANG Lei WEN Lei-lei 《Journal of Mountain Science》 SCIE CSCD 2019年第10期2299-2307,共9页
Rill development is a major soil erosion process that causes severe soil degradation.This study examined the effects of representative rainfall intensities(50 and 75 mm h-1),slope gradients(10°and 150),and slope ... Rill development is a major soil erosion process that causes severe soil degradation.This study examined the effects of representative rainfall intensities(50 and 75 mm h-1),slope gradients(10°and 150),and slope lengths(7.5 and 10.0 m)on rill development and rill characteristics on loessial hillslopes in China.Loessial soil was collected from the cropland of Ansai Town,Yan’an City,Shaanxi Province.The soil with 28.3%sand,58.1%silt,and13.6%clay was packed into a soil pan to conduct rainfall simulations in 2012.The results showed that the time of the knickpoint occurrence(5-16 min),the rill headcut extension(9-33 min),and the mean headward erosion rate(1.7-5.o cm min-1)were better representative indicators for reflecting the changes in the rill development than other indicators used in this study.For a quick evaluation of the rill erosion severity,the rill coverage ratio(1%-12%,generallyincreasing with an increase in the rainfall intensity)was better than the other indicators for treatments with different rainfall intensities,and the rill width-depth ratio(1.56-2.27,generally decreasing with an increase in the slope gradient)was better than the other indicators for treatments with different slope gradients.Furthermore,the rill inclination angle(8.2°-19.1°,significantly increasing with an increase in the slope length)and rill density(0.19-1.34 m·m-2,generally increasing with an increase in the slope length)were more suitable for evaluating the rill erosion severity on hillslopes with different slope lengths.Therefore,the representative indicators could reflect the differences in the rill development and rill characteristics under different rainfall and topographic situations.The study greatly improved the evaluation of rill erosion severity and the prediction of the development of rills for loessial hillslopes. 展开更多
关键词 Headward EROSION rate RAINFALL simulation slope gradient slope length
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Characteristics of runoff processes and nitrogen loss via surface flow and interflow from weathered granite slopes of Southeast China 被引量:8
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作者 DENG Long-zhou FEI Kai +3 位作者 SUN Tian-yu ZHANG Li-ping FAN Xiao-juan NI Liang 《Journal of Mountain Science》 SCIE CSCD 2019年第5期1048-1064,共17页
Rainfall intensity and slope gradient are two of the most important factors affecting the variations of runoff nitrogen(N).However,the effects of slope gradient and rainfall intensity on N loss via surface flow and in... Rainfall intensity and slope gradient are two of the most important factors affecting the variations of runoff nitrogen(N).However,the effects of slope gradient and rainfall intensity on N loss via surface flow and interflow on weathered granite slopes are poorly understood.In this study,12 artificial rainfalls(three rainfall intensities and four slope gradients)were simulated to investigate the coupling loss characteristics of surface flow–interflow–total nitrogen(TN),nitrate nitrogen(NO_3^--N)and ammonia nitrogen(NH_4^+-N)on weathered granite slopes.The results show that slope gradient has a greater impact on the surface flow when the rainfall intensity is relatively large.The effect gradually weakens with the decrement of rainfall intensity.The interflow yield increases firstly with the prolongation of rainfall duration,then tends to be stable and finally decreases.The total surface flow percentage increases with rainfall intensity while it decreases with increasing slope gradient with a range of 10.88%-71.47%.The TN loss concentration of the surface flow continually decreases with rainfall duration while that of the interflow shows different fluctuations.However,the TN loss loads of both surface flow and interflow increase with increasing rainfall intensity and slope gradient.The NO_3^--N concentration of interflow is much higher than that of the surface flow.The NH_4^+-N concentration is always less than that of NO_3^--N with no significant difference between surface flow and interflow.The percentages of the TN,NO_3^--N,and NH_4^+-N total loss load and concentration of surface flow and interflow were analyzed.The results show that N loss via both surface flow and interflow occurs mainly in the form of NO_3^--N.Most of the N loss is caused by interflow which is the preferential path of runoff nutrient loss.These findings provide data support and underlying insights for the control of runoff and N loss on the weathered granite slopes. 展开更多
关键词 Simulated RAINFALL Nitrogen loss Surface flow INTERFLOW slope gradient RAINFALL intensity Weathered GRANITE slope
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Physically-based approach to analyze rainfall-triggered landslide using hydraulic gradient as slide direction 被引量:1
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作者 Qi-hua RAN1,Dan-yang SU1,Qun QIAN1,Xu-dong FU2,Guang-qian WANG1,2,Zhi-guo HE3 (1Department of Hydraulic Engineering,Zhejiang University,Hangzhou 310058,China) (2State Key Laboratory of Hydroscience and Engineering,Tsinghua University,Beijing 100084,China) (3Department of Ocean Science and Engineering,Zhejiang University,Hangzhou 310058,China) 《Journal of Zhejiang University-Science A(Applied Physics & Engineering)》 SCIE EI CAS CSCD 2012年第12期943-957,共15页
An infinite slope stability numerical model driven by the comprehensive physically-based integrated hydrology model(InHM) is presented.In this approach,the failure plane is assumed to be parallel to the hydraulic grad... An infinite slope stability numerical model driven by the comprehensive physically-based integrated hydrology model(InHM) is presented.In this approach,the failure plane is assumed to be parallel to the hydraulic gradient instead of the slope surface.The method helps with irregularities in complex terrain since depressions and flat areas are allowed in the model.The present model has been tested for two synthetic single slopes and a small catchment in the Mettman Ridge study area in Oregon,United States,to estimate the shallow landslide susceptibility.The results show that the present approach can reduce the simulation error of hydrological factors caused by the rolling topography and depressions,and is capable of estimating spatial-temporal variations for landslide susceptibilities at simple slopes as well as at catchment scale,providing a valuable tool for the prediction of shallow landslides. 展开更多
关键词 Shallow landslide Infinite slope stability model Hydraulic gradient Physically-based hydrology model Integrated hydrology model(InHM)
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自然降雨特征和作物覆盖对三峡库区紫色土坡耕地产流产沙影响
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作者 李建明 丁文峰 +4 位作者 冉文建 杨贺菲 梁增芳 童晓霞 孙宝洋 《农业工程学报》 北大核心 2025年第8期137-146,共10页
为探索解决三峡库区紫色土坡耕地侵蚀效应,该研究基于三峡库区腹地重庆万州付沟小流域6个标准径流小区(5个不同坡度作物覆盖小区,1个裸坡作对照)2021—2023年观测的108场自然降雨和径流小区产流产沙数据,利用K-mean聚类、Pearson相关分... 为探索解决三峡库区紫色土坡耕地侵蚀效应,该研究基于三峡库区腹地重庆万州付沟小流域6个标准径流小区(5个不同坡度作物覆盖小区,1个裸坡作对照)2021—2023年观测的108场自然降雨和径流小区产流产沙数据,利用K-mean聚类、Pearson相关分析等方法开展研究区降雨特征和坡面产流产沙对降雨和坡度的响应。结果表明:1)根据降雨量、降雨历时、降雨强度和最大30 min降雨强度4个特征指标,观测期内研究区降雨可划分为3种主要类型,A雨型(低频率、长历时、大雨量、小雨强)、B雨型(中频率、中历时、中雨量、中雨强)和C雨型(高频率、短历时、小雨量、大雨强),其中C雨型是研究区侵蚀性降雨的主要类型,诱发坡面侵蚀发生的临界降雨量、降雨强度和最大30 min降雨强度分别为6~21 mm、1.1~3.6 mm/h和1.2~7.6 mm/h;2)降雨量、降雨强度和最大30 min降雨强度对裸坡和作物覆盖试验小区产流均有显著影响(P<0.05),但坡面产沙仅与产流呈极显著相关(P<0.01),相同产流下,C雨型产沙量达到A雨型和B雨型的1.06~20.18倍;3)不同雨型对裸坡和作物覆盖试验小区产流产沙的贡献均呈现为C雨型>B雨型>A雨型,C雨型对坡面产流和产沙的贡献均值分别为48.19%和81.82%,作物覆盖试验小区相较于裸坡的产流量和产沙量分别减少61.67%和77.15%,降雨强度越大,坡度对产流产沙影响越小,且坡面侵蚀随坡度增大可能存在临界坡度在15°~25°之间。方差贡献率分析表明雨型对作物覆盖坡面产流产沙贡献均超过60%,其贡献达到坡度的2.60~5.05倍。试验结果表明在该研究区开展农业耕作过程中尤其要注重短历时、高强度降雨导致的侵蚀问题,结论可为研究区坡耕地水土流失综合治理提供参考。 展开更多
关键词 雨型 作物覆盖 坡度 产流产沙 水沙效益 三峡库区
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坡面土层底部透水性和坡度对径流产沙特征的影响
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作者 刘纪根 路良伟 +2 位作者 童晓霞 陈锦阳 郭雨辉 《长江科学院院报》 北大核心 2025年第2期62-68,90,共8页
坡面径流产沙过程作为山区暴雨洪水过程的重要组成部分,其变化规律及特征对完善山区暴雨洪水过程研究有重要意义。为明确山区坡面土层底部透水性和坡度对径流产沙特征的影响,采用室内人工模拟连续降雨试验方法,设计了坡顶薄坡底厚的试... 坡面径流产沙过程作为山区暴雨洪水过程的重要组成部分,其变化规律及特征对完善山区暴雨洪水过程研究有重要意义。为明确山区坡面土层底部透水性和坡度对径流产沙特征的影响,采用室内人工模拟连续降雨试验方法,设计了坡顶薄坡底厚的试验土槽,选取官山河流域土壤作为试验用土,研究并总结了不同坡度条件下土质坡面的径流变化规律及土壤侵蚀规律。结果表明:①土槽坡度为5°和25°时,地表径流产流率随雨强增大而增大,且均呈现底部不透水侧产流量大于底部透水侧的规律;坡度为15°时,地表径流产流率呈现波动上升趋势,不同底部透水性土槽的地表径流产流量差异不大。②单场降雨条件下壤中流产流率随产流时间增加呈现增加趋势,各坡度之间壤中流产流率变化规律差异较大,但基本呈现出底部不透水土槽的壤中流产流量大于底部透水侧的;坡度为5°时壤中流产流率与地表径流产流率呈负相关关系,坡度为25°时则为正相关关系。③坡面地表流速随降雨强度增大而增大,坡度为5°和15°时不透水侧流速明显大于透水侧,坡度25°时流速差异不大。④不同坡度条件下,坡面侵蚀主要在第2场降雨和第3场降雨产生;坡度为5°和25°时不透水侧坡面侵蚀速率远大于透水侧,15°时呈现交替波动趋势。 展开更多
关键词 雨强 坡度 基岩渗透性 产流产沙 连续降雨
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新质生产力与城乡要素平等交换的双向流动、梯度差异与路径
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作者 关松立 林淑伟 《中国海洋大学学报(社会科学版)》 2025年第1期73-84,共12页
以新质生产力优化经济布局,促进新质生产力在城乡之间多层次布局和多方面协同,对推动城乡要素双向平等交换具有重要意义。通过对城乡要素平等交换的逻辑机理探讨,构建基于新质生产力的城乡要素平等交换机制,并分析在不同城乡梯度差异情... 以新质生产力优化经济布局,促进新质生产力在城乡之间多层次布局和多方面协同,对推动城乡要素双向平等交换具有重要意义。通过对城乡要素平等交换的逻辑机理探讨,构建基于新质生产力的城乡要素平等交换机制,并分析在不同城乡梯度差异情况下新质生产力“进城”和“下乡”的路径。研究发现,国家的发展战略决定了城乡要素交换的逻辑起点,也派生了交换主体、要素市场和支撑机制,以及由此衍生的经济制度、政府行为等;新质生产力的拉力大小与城乡差距以及城乡要素交换阻力有关,要素向“乡”的拉力大于要素向“城”的拉力;新质生产力“进城”和“下乡”的路径应根据城乡梯度差异情况进行调整;乡村新质生产力的发展可以提高要素在乡村的边际报酬水平,利用比较优势吸引要素“下乡”。研究结果表明,新质生产力赋能城乡要素平等交换的路径包含从政策起点、传导路径、作用渠道到目标反馈的完整链条,通过构建自发型、内驱型城乡统筹发展方式,推动城乡融合发展,深化要素市场改革,拓展新质生产力发展空间,形成城乡融合发展新格局。 展开更多
关键词 新质生产力 城乡要素 平等交换 斜面 梯度
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软硬交互地层盾构掘进线路特征对地表扰动的影响规律研究 被引量:2
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作者 李斌 安关峰 +3 位作者 王树太 温亦品 李波 柳献 《现代城市轨道交通》 2025年第2期63-71,共9页
软硬交互地层条件下的盾构隧道施工极易发生盾构卡机、开挖面失稳、地表塌陷等工程问题,掌握软硬交互地层盾构隧道施工引起的地表变形规律对于盾构施工过程的安全控制具有重要意义。以广州市天河智慧城综合管廊工程为依托,考虑软硬交互... 软硬交互地层条件下的盾构隧道施工极易发生盾构卡机、开挖面失稳、地表塌陷等工程问题,掌握软硬交互地层盾构隧道施工引起的地表变形规律对于盾构施工过程的安全控制具有重要意义。以广州市天河智慧城综合管廊工程为依托,考虑软硬交互地层类型与掘进线路特征,建立盾构掘进引起地层变形的有限元计算模型,结合现场变形监测结果,分析软硬交互地层条件下线路纵坡坡度、转弯半径等参数对地层变形的影响规律。研究表明:①软硬交互地层的地表变形主要受盾构施工对开挖面上部软岩的扰动作用影响,开挖面上部的硬岩对地表变形行为具有一定的延迟性和自承性,对地表扰动行为有缓解作用;②纵坡坡度对地表变形的影响主要体现在沿隧道轴线方向;③转弯半径对地表变形的影响主要体现在隧道横截面方向,不同地层类型条件下盾构开挖面上方的最大沉降位置会出现部分偏移的情况,且偏移量整体呈“全软岩地层>常规地层>上软下硬地层>上硬下软地层>全硬岩地层”的特征。 展开更多
关键词 软硬交互地层 盾构隧道 纵坡坡度 转弯半径 地表扰动
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多维度指标面板堆石坝极限抗震能力分析 被引量:2
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作者 吕骆婷 岑威钧 +1 位作者 刘清利 马纪 《中国农村水利水电》 北大核心 2025年第5期109-114,123,共7页
依托某抽水蓄能电站上水库面板堆石坝,从坝体永久变形、坝坡抗震稳定性、坝体抗拉裂破坏能力、面板抗震安全性等方面阐述面板坝极限抗震能力分析方法和安全控制标准。采用地震波超载法,对大坝开展不同地震峰值加速度下的三维地震反应计... 依托某抽水蓄能电站上水库面板堆石坝,从坝体永久变形、坝坡抗震稳定性、坝体抗拉裂破坏能力、面板抗震安全性等方面阐述面板坝极限抗震能力分析方法和安全控制标准。采用地震波超载法,对大坝开展不同地震峰值加速度下的三维地震反应计算,并基于坝顶震陷率、坝坡最小安全系数小于1.0累计持时、累计滑移量、坝体震后变形倾度、面板应力等指标定量分析面板堆石坝极限抗震能力。经过深入综合分析,可以得到以下结论:大坝具有较强的抗震性能,其极限抗震能力位于0.55~0.60 g之间。计算分析成果为科学评估面板堆石坝抗震安全性和合理制定抗震加固措施提供参考。 展开更多
关键词 面板堆石坝 极限抗震能力 永久变形 坝坡稳定 变形倾度 抽水蓄能电站
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