期刊文献+
共找到4篇文章
< 1 >
每页显示 20 50 100
长江河口海岸演变长周期波动的初步研究 被引量:4
1
作者 徐钢 陈吉余 《华东师范大学学报(自然科学版)》 CAS CSCD 北大核心 1997年第4期64-71,共8页
长周期波动作为一种地貌演变现象在河口海岸地区广泛存在。在长江河口。表现为长江河口水下三角洲及长江河口拦门沙地形的波动变化。而在杭州湾北岸,它又以“侵蚀波”的形式来影响岸滩的冲淤演变。本文试图通过揭示该现象内在的动力机... 长周期波动作为一种地貌演变现象在河口海岸地区广泛存在。在长江河口。表现为长江河口水下三角洲及长江河口拦门沙地形的波动变化。而在杭州湾北岸,它又以“侵蚀波”的形式来影响岸滩的冲淤演变。本文试图通过揭示该现象内在的动力机制来综合分析其在典型河口海岸演变中的表现。同时,通过定量分析,为理论模式提供佐证。 展开更多
关键词 长周期波动 河口河道系统 长江 海岸演变
下载PDF
An erosion model for the discrete element method 被引量:6
2
作者 Yongzhi Zhao Huacling Ma +1 位作者 Lei Xu Jinyang Zheng 《Particuology》 SCIE EI CAS CSCD 2017年第5期81-88,共8页
A shear impact energy model (SIEM) of erosion suitable for both dilute and dense particle flows is pro- posed based on the shear impact energy of particles in discrete element method (DEM) simulations. A number of... A shear impact energy model (SIEM) of erosion suitable for both dilute and dense particle flows is pro- posed based on the shear impact energy of particles in discrete element method (DEM) simulations. A number of DEM simulations are performed to determine the relationship between the shear impact energy predicted by the DEM model and the theoretical erosion energy. Simulation results show that nearly one-quarter of the shear impact energy will be converted to erosion during an impingement. According to the ratio of the shear impact energy to the erosion energy, it is feasible to predict erosion from the shear impact energy, which can be accumulated at each time step for each impingement during the DEM simulation. The total erosion of the target surface can be obtained by summing the volume of material removed from each impingement. The proposed erosion model is validated against experiment and results show that the SIEM combined with DEM accurately predicts abrasive erosions. 展开更多
关键词 Discrete element method erosion Wear Impact angle Shear impact energy mode
原文传递
Numerical analysis of submarine landslides using a smoothed particle hydrodynamics depth integral model 被引量:2
3
作者 WANG Zhongtao LI Xinzhong +1 位作者 LIU Peng TAO Yanqi 《Acta Oceanologica Sinica》 SCIE CAS CSCD 2016年第5期134-140,共7页
Submarine landslides can cause severe damage to marine engineering structures. Their sliding velocity and runout distance are two major parameters for quantifying and analyzing the risk of submarine landslides.Current... Submarine landslides can cause severe damage to marine engineering structures. Their sliding velocity and runout distance are two major parameters for quantifying and analyzing the risk of submarine landslides.Currently, commercial calculation programs such as BING have limitations in simulating underwater soil movements. All of these processes can be consistently simulated through a smoothed particle hydrodynamics(SPH) depth integrated model. The basis of the model is a control equation that was developed to take into account the effects of soil consolidation and erosion. In this work, the frictional rheological mode has been used to perform a simulation study of submarine landslides. Time-history curves of the sliding body's velocity, height,and length under various conditions of water depth, slope gradient, contact friction coefficient, and erosion rate are compared; the maximum sliding distance and velocity are calculated; and patterns of variation are discussed.The findings of this study can provide a reference for disaster warnings and pipeline route selection. 展开更多
关键词 sliding velocity runout distance smoothed particle hydrodynamics depth integral method frictional rheological model erosion effect
下载PDF
Assessment of sediment yield using RS and GIS at two sub-basins of Dez Watershed,Iran
4
作者 Hamed Noori Seyed Mostafa Siadatmousavi Barat Mojaradi 《International Soil and Water Conservation Research》 SCIE CSCD 2016年第3期199-206,共8页
Soil erosion is a serious threat to soil and water resources in semi-arid regions.Modified Pacific Southwest Inter Agency Committee(MPSIAC)and Erosion Potential Method(EPM),as two well-known models,have shown their pe... Soil erosion is a serious threat to soil and water resources in semi-arid regions.Modified Pacific Southwest Inter Agency Committee(MPSIAC)and Erosion Potential Method(EPM),as two well-known models,have shown their performance in many case studies.The goal of present study is to assess the efficiency of these methods for estimating the sediments yield and erosion intensity within short-term and longterm timeframes over two sub-basins of Dez watershed,west of Iran.The results showed that the study area can be categorized into slight,moderate,high and very high erosion zones.Almost half of the study area is highly susceptible to erosion due to the geological formations and land cover.Moreover,the longterm(i.e.30 years)sediment yield of 387 and 615(kton)y^(-1) estimated by MPSIAC and EPM models demonstrated the superiority of EPM.Compared to the measured value of 612(kton)y^(-1),the performance of EPM was astonishing.By splitting the dataset into six periods of five years,the sediment yield was predicted in short-term periods by both aforementioned methods.Such segmentation provides the opportunity to evaluate the impact of extreme flooding events on the models performances.The results showed that both models failed in estimation of sediment load during flood conditions.Nevertheless,the correlation coefficients for estimating the sediment yield were found to be R=0.93 and R=0.85 for EPM and MPSIAC models respectively,for short-term simulations. 展开更多
关键词 Soil erosion GIS Remote sensing Modified Pacific South-West Inter Agency Committee method(MPSIAC) erosion Potential method(EPM)
原文传递
上一页 1 下一页 到第
使用帮助 返回顶部