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Effects of land uses on soil physic-chemical properties and erodibility in collapsing-gully alluvial fan of Anxi County,China 被引量:16
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作者 DENG Yu-song XIA Dong +1 位作者 CAI Chong-fa DING Shu-wen 《Journal of Integrative Agriculture》 SCIE CAS CSCD 2016年第8期1863-1873,共11页
As a special kind of soil erosion that severely deteriorates the qualities of soil in granite regions,collapsing gully is widely distributed in the tropical and subtropical areas of South China.In particular,collapsin... As a special kind of soil erosion that severely deteriorates the qualities of soil in granite regions,collapsing gully is widely distributed in the tropical and subtropical areas of South China.In particular,collapsing-gully erosion produces a large amount of sediment deposited on the plough layer of alluvial fan farmland and causes increase of desertification,great reduction of nutrients and rapid enhancement of erodibility in the soil.This study was designed to evaluate the effects of different land uses on the soil physic-chemical properties and erodibility of collapsing-gully alluvial fan.Our results show that the physical properties of soil in alluvial fan were greatly improved with smaller bulk density,increased soil porosity,strengthened water holding capacity and a higher particulate matter content.The chemical properties of soil were also significantly improved,including pH,cation exchange capacity,and the contents of organic matter,total and available nitrogen,potassium and phosphorus.All the land uses were proved to improve the soil properties,especially in the tea garden,vegetable land and paddy field.The results of correlation analyses among the properties demonstrate that the physical and chemical properties were significantly correlated,indicating that improving the soil physical properties is an effective method to increase the soil nutrient in the farmland of collapsing-gully alluvial fan.In addition,the application of land uses included grass land,eucalyptus forest land,vegetable land,tea garden,sweet potato land,and paddy field reduced the erodibility of the soil compare to bare land.The erodibility K values of soils in grass land,eucalyptus forest land,vegetable land,tea garden,sweet potato land,and paddy field were 14.43,16.97,45.45,33.12,18.94,and 34.01%lowerthan those of bare land,respectively.The results of multiple linear regression analysis show that the soil erodibility had a significant correlation with the physic-chemical properties,especially the soil texture and the content of organic matter.In conclusion,our results demonstrate that different land use patterns are effective to improve the quality of the soil in collapsing-gully alluvial fan,including the improvements of the soil structure,nutrients and anti-erosion ability.Ourfindings provide important implications for the soil improvement in the farmland of collapsing-gully alluvial fan. 展开更多
关键词 land use soil physic-chemical properties soil erodibility collapsing gully alluvial fan ANXI
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Application of material-mesh algebraic collapsing acceleration technique in method of characteristics——based neutron transport code 被引量:2
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作者 Ming Dai Mao-Song Cheng 《Nuclear Science and Techniques》 SCIE EI CAS CSCD 2021年第8期95-109,共15页
The algebraic collapsing acceleration(ACA)technique maximizes the use of geometric flexibility of the method of characteristics(MOC).The spatial grids for loworder ACA are the same as the high-order transport,which ma... The algebraic collapsing acceleration(ACA)technique maximizes the use of geometric flexibility of the method of characteristics(MOC).The spatial grids for loworder ACA are the same as the high-order transport,which makes the numerical solution of ACA equations costly,especially for large-size problems.To speed-up the MOC transport iterations effectively for general geometry,a coarse-mesh ACA method that involves selectively merging fine-mesh cells with identical materials,called material-mesh ACA(MMACA),is presented.The energy group batching(EGB)strategy in the tracing process is proposed to increase the parallel efficiency for microscopic crosssection problems.Microscopic and macroscopic crosssection benchmark problems are used to validate and analyse the accuracy and efficiency of the MMACA method.The maximum errors in the multiplication factor and pin power distributions are from the VERA-4 B-2 D case with silver-indium-cadmium(AIC)control rods inserted and are 104 pcm and 1.97%,respectively.Compared with the single-thread ACA solution,the maximum speed-up ratio reached 25 on 12 CPU cores for microscopic cross-section VERA-4-2 D problem.For the C5 G7-2 D and LRA-2 D benchmarks,the MMACA method can reduce the computation time by approximately one half.The present work proposes the MMACA method and demonstrates its ability to effectively accelerate MOC transport iterations. 展开更多
关键词 Algebraic collapsing acceleration Material-mesh ACA Method of characteristics OPENMP Arbitrary geometry
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Solitary Wave Simulated by the Water Column Collapsing Method
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作者 WANG Jin DONG Chang-ming +1 位作者 LIU Qing-jun ZUO Qi-hua 《China Ocean Engineering》 SCIE EI CSCD 2022年第3期395-402,共8页
Although solitary waves with large ratio of wave height to water depth are difficult to produce in laboratory settings by traditional wave generating methods,a water column collapsing(WCC)method can be employed.This s... Although solitary waves with large ratio of wave height to water depth are difficult to produce in laboratory settings by traditional wave generating methods,a water column collapsing(WCC)method can be employed.This study uses the WCC method to produce large solitary waves and through a series of experiments,an empirical equation is developed that considers wave height and water depth in addition to water column height and depth.Generated solitary waves are studied through wavelet transforms.Results from this analysis demonstrate that the ratios between the initial lab-oratory-generated solitary wave and its theoretical counterpart range from 0.2−0.8.By using the results,a new solitary wave generating law is derived and can be applied to future solitary wave laboratory studies. 展开更多
关键词 water column collapsing solitary wave wavelet spectrum waveform evolution generating law
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Protecting geometric quantum discord via partially collapsing measurements of two qubits in multiple bosonic reservoirs
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作者 白雪云 张素英 《Chinese Physics B》 SCIE EI CAS CSCD 2022年第4期163-169,共7页
We study the dynamics of geometric quantum discord(GQD) between two qubits,each qubit interacting at the same time with K independent multiple bosonic reservoirs at zero temperature.In both weak and strong qubit-reser... We study the dynamics of geometric quantum discord(GQD) between two qubits,each qubit interacting at the same time with K independent multiple bosonic reservoirs at zero temperature.In both weak and strong qubit-reservoirs coupling regimes,we find that the increase of the number K of reservoirs can induce the damped oscillation of GQD,and enhance the memory effects of the overall environment.And the Hilbert-Schmidt norm GQD(two-norm GQD) is always smaller than the trace norm geometric quantum discord(one-norm GQD).Therefore,the one-norm GQD is a better way to measure the quantum correlation.Finally,we propose an effective strategy to improve GQD by using partially collapsing measurements,and we find that the protection effect is better with the increase of the weak measurement strength. 展开更多
关键词 geometric quantum discord(GQD) the Hilbert-Schmidt norm GQD the trace norm GQD partially collapsing measurements
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THE ENTROPIES OF THE COLLAPSING STAR AND OF THE BLACK HOLE
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《Research in Astronomy and Astrophysics》 SCIE CAS 1982年第2期104-106,共3页
We put forth three modes of black hole formation, i.e. (1) A black hole kern forms initially inside the collapsing star. (2) The different mass shells of the collapsing star fulfils the Schwarzschild condition simulta... We put forth three modes of black hole formation, i.e. (1) A black hole kern forms initially inside the collapsing star. (2) The different mass shells of the collapsing star fulfils the Schwarzschild condition simultaneously. (3) Only the outmost mass shell of the collapsing star fulfils the Schwarzschild condition. We then calculate the entropy of the collapsing star for modes (1) and (3) and find that they are only 10-19 times the entropy of black hole. Modes (1) may be occure during the supernova explosions or galaxy explosions. Mode (3) may be occur in the formation of galactic black hole. 展开更多
关键词 MODE THE ENTROPIES OF THE collapsing STAR AND OF THE BLACK HOLE STAR
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The Collapsing Activity of a Neuron Growth Inhibitor Collapsin 1 Could be Neutralized by Its Antibody
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作者 都爱莲 丁新生 +2 位作者 邓晓萱 姚娟 程虹 《Journal of Nanjing Medical University》 2000年第2期74-76,共3页
Objective To produce the antiserum of chicken brain derived neuron growth inhibitor collapsin 1. To detect its ability to neutralize the collapsing activity of collapsin 1. Methods The c myc epitope tagged entire sequ... Objective To produce the antiserum of chicken brain derived neuron growth inhibitor collapsin 1. To detect its ability to neutralize the collapsing activity of collapsin 1. Methods The c myc epitope tagged entire sequence of collapsin 1 was amplified by PCR and expression cloned. Rabbits were immunized with the c myc tagged collapsin 1 to produce antiserum of collapsin 1. Its ability to neutralize the collapsing activity of collapsin 1 was observed in dorsal root ganglia (DRG) growth cone. Results Collapsin 1 could induce the collapse of DRG growth cone. The collapsing activity of collapsin 1 could be neutralized by the antiserum of collapsin 1. Conclusion We produced the antibody of a neuron growth inhibitor collapsin 1 that could block its inhibiting function. 展开更多
关键词 collapsin 1 ANTISERUM collapsing acitivity
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Theoretical and experimental analyses of casing collapsing strength under non-uniform loading 被引量:2
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作者 林元华 邓宽海 +4 位作者 曾德智 朱红钧 朱达江 戚兴 黄韵 《Journal of Central South University》 SCIE EI CAS 2014年第9期3470-3478,共9页
Failure data from oilfield showed that casings which were designed according to API standards were deformed and collapsed in salt formations. The main reason for decrease in strength may be caused by non-uniform loadi... Failure data from oilfield showed that casings which were designed according to API standards were deformed and collapsed in salt formations. The main reason for decrease in strength may be caused by non-uniform loading(NUL) that was not considered in traditional casing collapsing strength design or that the designing method should be improved and developed. Obviously, the calculation of casing collapse strength is one of the key factors in casing design. However, the effect of NUL on casing collapse strength was generally neglected in the present computational methods. Therefore, a mechanical model which can calculate casing collapse strength under NUL was established based on the curved beam theory of the elasticity and was solved using displacement method. Simultaneously, three anti-collapse experiments were performed on C110 casing under NUL, and the strain and deformation laws of three casings in the process of collapse were obtained by the electrical method. Yield limit of every casing was obtained by analyzing those data. Experimental results are consistent with the results of calculation of new model. It indicates that the model can be used to calculate yield limit loading of casings under NUL. 展开更多
关键词 抗挤强度 实验分析 下套管 非均匀 负载 力学模型 标准设计 变形规律
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CFD simulation of bubbling and collapsing characteristics in a gas-solid fluidized bed 被引量:8
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作者 Pei Pei Zhang Kai +1 位作者 Lu Erwei Wen Dongsheng 《Petroleum Science》 SCIE CAS CSCD 2009年第1期69-75,共7页
Computational Fluid Dynamics(CFD) has become an alternative method to experiments for understanding the fluid dynamics of multiphase flow.A two-fluid model,which contains additional terms in both the gas-and solid-pha... Computational Fluid Dynamics(CFD) has become an alternative method to experiments for understanding the fluid dynamics of multiphase flow.A two-fluid model,which contains additional terms in both the gas-and solid-phase momentum equations,is used to investigate the fluidization quality in a fluidized bed.A case study for quartz sand with a density of 2,660 kg/m3 and a diameter of 500 μm,whose physical property is similar to a new kind of catalyst for producing clean fuels through the residue fluid catalytic cracking process,is simulated in a two-dimensional fluidized bed with 0.57 m width and 1.00 m height.Transient bubbling and collapsing characteristics are numerically investigated in the platform of CFX 4.4 by integrating user-defined Fortran subroutines.The results show that the fluidization and collapse process is in fair agreement with the classical theory of Geldart B classification,but the collapse time is affected by bubbles at the interface between the dense phase and freeboard. 展开更多
关键词 裂化 石油生产 催化剂 CFD
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Finite Difference Simulation of Implosive Collapsing for Aluminum Spherical Shell
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作者 Weicheng Bi Banghai Jiang Chenglong Han 《Journal of Applied Mathematics and Physics》 2018年第8期1606-1613,共8页
Implosive collapsing for spherical metal shells is a kind of dynamic compressing method, in which high pressure and high compression degree of materials can be attained. In present work, the dynamic process of implosi... Implosive collapsing for spherical metal shells is a kind of dynamic compressing method, in which high pressure and high compression degree of materials can be attained. In present work, the dynamic process of implosive collapsing for spherical metal shells was regard as spherical symmetry ideally, so one-dimensional spherical symmetric fluid dynamics conservation equations were established, and the finite difference schemes for solving these equations were given. An aluminum spherical shell was assumed, whose inner radius is 4cm and thickness is 2 cm. In numerical simulation, initial centripetal velocities (800, 1000 and 1200 m/s) were used to make aluminum spherical shell collapse. The simulation results show that during the process of implosive collapsing, the material exhibits a compression-expansion-compression pulsation process, and the internal pressure changes and distribution are consistent with the theoretical expectations. The simulation results can be used as a reference for relevant analysis. 展开更多
关键词 Implosive COLLAPSE SPHERICAL SHELL Finite DIFFERENCE Numerical SIMULATION
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Modeling for Collapsing Cavitation Bubble near Rough Solid Wall by Mulit-Relaxation-Time Pseudopotential Lattice Boltzmann Model
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作者 Minglei Shan Yipeng Zhu +2 位作者 Cheng Yao Qingbang Han Changping Zhu 《Journal of Applied Mathematics and Physics》 2017年第6期1243-1256,共14页
Cavitation bubble collapse near rough solid wall is modeled by the multi-relaxation-time (MRT) pseudopotential lattice Boltzmann (LB) model. The modified forcing scheme, which can achieve LB model’s thermodynamic con... Cavitation bubble collapse near rough solid wall is modeled by the multi-relaxation-time (MRT) pseudopotential lattice Boltzmann (LB) model. The modified forcing scheme, which can achieve LB model’s thermodynamic consistency by tuning a parameter related with the particle interaction range, is adopted to achieve desired stability and density ratio. The bubble collapse near rough solid wall was simulated by the improved MRT pseudopotential LB model. The mechanism of bubble collapse is studied by investigating the bubble profiles, pressure field and velocity field evolution. The eroding effects of collapsing bubble are analyzed in details. It is found that the process and the effect of the interaction between bubble collapse and rough solid wall are affected seriously by the geometry of solid boundary. At the same time, it demonstrates that the MRT pseudopotential LB model is a potential tool for the investigation of the interaction mechanism between the collapsing bubble and complex geometry boundary. 展开更多
关键词 Cavitation BUBBLE BUBBLE Collapse Lattice Boltzmann Method PSEUDOPOTENTIAL Model ROUGH Solid Wall
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Collapsing Schwarzschild Interior Solution
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作者 Rainer Burghardt 《Journal of Modern Physics》 2015年第13期1895-1907,共13页
We extend the static interior Schwarzschild solution to a collapsing model by applying geometrical methods. We examine the field quantities and field equations in the comoving and non-comoving observer systems. The co... We extend the static interior Schwarzschild solution to a collapsing model by applying geometrical methods. We examine the field quantities and field equations in the comoving and non-comoving observer systems. The collapsing stellar object contracts asymptotically to its minimum extent and needs an infinitely long time to arrive at the final state. The event horizon of the exterior Schwarzschild solution is not reached or even crossed. A geometric model of ECOs (eternally collapsing objects) is presented. 展开更多
关键词 COLLAPSE INTERIOR SCHWARZSCHILD SOLUTION INTERIOR HORIZON Comoving and Non-Comoving Reference Systems
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Analysis on control technology for collapsing vibration generated by building demolition blasting 被引量:2
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作者 CHI En-an ZHANG Yi-ping 《Journal of Coal Science & Engineering(China)》 2010年第3期262-266,共5页
The mechanism of ground vibration in building demolition blasting was investigated,taking into account the prevailing influential factors, including the building's heightof mass center, the quantity size, the stru... The mechanism of ground vibration in building demolition blasting was investigated,taking into account the prevailing influential factors, including the building's heightof mass center, the quantity size, the structural feature, the component material quantity,the demolition method, the geological structure of the region, earthquake resistance rank,as well as the earthquake wave dissemination.The proposed method was applied efficientlyto reduce the blasting effects on the environment, which enriches the control theoriesof vibration caused by collapse in the blasting process and may provide a good referencefor the related engineering practices. 展开更多
关键词 建筑物拆除 地面振动 技术分析 倒塌 控制 破产 爆破机理 影响因素
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Effect of a single weak lithological structure on the height of a collapsing roof in a deep soft rock roadway 被引量:2
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作者 YANG Jun 《Mining Science and Technology》 EI CAS 2010年第6期820-824,共5页
Besides the cross sections of roadways and the tendency and obliquity of roadway axes, the major controlling factors affecting the height of a collapsing roof include the weak lithological structure of surrounding roc... Besides the cross sections of roadways and the tendency and obliquity of roadway axes, the major controlling factors affecting the height of a collapsing roof include the weak lithological structure of surrounding rocks. This thesis analyzes the effect of two single and weak lithological structures of both sides and the roof on the height of a collapsing roof in a deep soft rock road-way. Using the two-dimensional UDEC3.1 software, a numerical simulation was carried out on the models of weak lithological structures of both sides of a roadway and of two weak lithological structures of roof of different depths. We reconstruct the overall processes from a break-away layer, bending, subsidence and the cracking of a collapsing roof. We also illustrate the distribution characteristics of displacement fields in the surrounding rock after the roof collapse in a deep soft rock roadway. The results of our numerical simulations indicate that the form of a roof collapse is side-expanding when the roadway is a weak structure at both sides. The height of the roof collapse is related to the lithological combination of the roof when the roadway is a weak structure of the roof. 展开更多
关键词 深部软岩巷道 屋顶形式 岩性结构 倒塌 围岩结构 数值模拟 屋顶坍塌 弱结构
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Effects of collapsing gully erosion on soil qualities of farm fields in the hilly granitic region of South China 被引量:5
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作者 XIA Dong DING Shu-wen +4 位作者 LONG Li DENG Yu-song WANG Qiu-xia WANG Shu-ling CAI Chong-fa 《Journal of Integrative Agriculture》 SCIE CAS CSCD 2016年第12期2873-2885,共13页
Collapsing gully erosion is a specific form of soil erosion types in the hilly granitic region of tropical and subtropical South China, and can result in extremely rapid water and soil loss. Knowledge of the soil phys... Collapsing gully erosion is a specific form of soil erosion types in the hilly granitic region of tropical and subtropical South China, and can result in extremely rapid water and soil loss. Knowledge of the soil physical and chemical properties of farmland influenced by collapsing gully erosion is important in understanding the development of soil quality. This study was conducted at the Wuli Watershed of the Tongcheng County, south of Hubei Province, China. The aim is to investigate soil physical and chemical properties of three soil layers(0–20, 20–40 and 40–60 cm) for two farmland types(paddy field and upland field) in three regions influenced by collapsing gully erosion. The three regions are described as follows: strongly influenced region(SIR), weakly influenced region(WIR) and non-influenced region(NIR). The results show that collapsing gully erosion significantly increased the soil gravel and sand content in paddy and upland fields, especially the surface soil in the SIR and WIR. In the 0–20 cm layer of the paddy field, the highest gravel content(250.94 g kg^(–1)) was in the SIR and the lowest(78.67 g kg^(–1)) was in the NIR, but in the upland filed, the surface soil(0–20 cm) of the SIR and the 40–60 cm soil layer for the NIR had the highest(177.13 g kg^(–1)) and the lowest(59.96 g kg^(–1)) values of gravel content, respectively. The distribution of gravel and sand decreased with depth in the three influenced regions, but silt and clay showed the inverse change. In the paddy field, the average of sand content decreased from 58.6(in the SIR) to 49.0%(in the NIR), but the silt content was in a reverse order, increasing from 27.9 to 36.9%, and the average of the clay content of three regions showed no significant variation(P<0.05). But in the upland filed, the sand, silt and clay fluctuated in the NIR and the WIR. Soils in the paddy and upland field were highly acidic(p H<5.2) in the SIR and WIR; moreover lower nutrient contents(soil organic matter(SOM), total N and available N, P, K) existed in the SIR. In the 0–20 cm soil layer of the paddy field, compared with the NIR and the WIR, collapsing gully erosion caused a very sharp decrease in the SOM and total N of the SIR(5.23 and 0.56 g kg^(–1), respectively). But in the surface soil(0–20 cm) of the upland field, the highest SOM, total N, available N, available P and available K occurred in the NIR, and the lowest ones were in the SIR. Compared with the NIR, the cationexchange capacity(CEC) in the SIR and WIR was found to be relatively lower. These results suggest that collapsing gully erosion seriously affect the soil physical and chemical properties of farmland, lead to coarse particles accumulation in the field and decrease p H and nutrient levels. 展开更多
关键词 中国南方地区 土壤侵蚀类型 花岗岩地区 农田类型 土壤质量 丘陵 近红外光谱 土壤理化性质
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Collapsing focal segmental glomerulosclerosis: Current concepts 被引量:1
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作者 Muhammed Mubarak 《World Journal of Nephrology》 2012年第2期35-42,共8页
Collapsing focal segmental glomerulosclerosis(cF SGS), also known as collapsing glomerulopathy is currently classified under the rubric of FSGS. However, its defining morphological features are in stark contrast to th... Collapsing focal segmental glomerulosclerosis(cF SGS), also known as collapsing glomerulopathy is currently classified under the rubric of FSGS. However, its defining morphological features are in stark contrast to those observed in most other variants of FSGS. During the early stage of the disease, the lesion is characterized pathologically by an implosive segmental and/or global collapse of the glomerular capillary tufts, marked hypertrophy and hyperplasia of podocytes, and severe tubulointerstitial disease. With advancement of the disease, segmental and/or global glomerulosclerosis is also observed in association with the collapsing lesions. The etiology of this enigmatic disorder is still elusive, but a growing list of diseases/conditions is being reported in association with this morphological pattern of renal parenchymal injury. The pathogenesis of cF SGS involves discreet epithelial cell injury leading to cell cycle dysregulation and a proliferative cellular phenotype. From the clinical perspective, cF SGS is notorious for its propensity to affect black people, a high incidence and severity of nephrotic syndrome, marked resistance to empirical therapy, and rapid progression to end-stage renal disease. The lesion has also been reported in transplanted kidneys either as recurrent or de novo disease, frequently leading to graft loss. Mostcases have been reported in western countries, but the lesion is also being increasingly recognized in the tropical regions. The recent increase in reporting of cF SGS partly reflects a true increase in the incidence and partly a detection bias. There is no specific treatment for the disorder at present. Newer insights into the pathogenesis may lead to the development of targeted and specific therapy in near future. There is an urgent need to increase awareness of the lesion among pathologists and nephrologists, especially those from developing countries, to ensure accurate diagnosis and appropriate managment. With the accumulation of more and more data, it is hoped that the prevailing confusion about the nosological identity of the lesion will also be resolved in a more logical way. 展开更多
关键词 肾小球硬化 治疗方法 临床分析 肾病
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Partial Collapsing Degeneration of Floer Trajectories and Adiabatic Gluing
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作者 Yong-Geun OH Ke ZHU 《Acta Mathematica Sinica,English Series》 SCIE CSCD 2024年第1期161-249,共89页
In the present paper,we study partial collapsing degeneration of Hamiltonian-perturbed Floer trajectories for an adiabatic ε-family and its reversal adiabatic gluing,as the prototype of the partial collapsing degener... In the present paper,we study partial collapsing degeneration of Hamiltonian-perturbed Floer trajectories for an adiabatic ε-family and its reversal adiabatic gluing,as the prototype of the partial collapsing degeneration of 2-dimensional(perturbed)J-holomorphic maps to 1-dimensional gradient segments.We consider the case when the Floer equations are S^(1)-invariant on parts of their domains whose adiabatic limit has positive length as ε→0,which we call thimble-flow-thimble configurations.The main gluing theorem we prove also applies to the case with Lagrangian boundaries such as in the problem of recovering holomorphic disks out of pearly configuration.In particular,our gluing theorem gives rise to a new direct proof of the chain isomorphism property between the Morse-Bott version of Lagrangian intersection Floer complex of L by Fukaya-Oh-Ohta-Ono and the pearly complex of L Lalonde and Biran-Cornea.It also provides another proof of the present authors’earlier proof of the isomorphism property of the PSS map without involving the target rescaling and the scale-dependent gluing. 展开更多
关键词 Floer trajectory equation partial collapsing degeneration thimble-flow-thimble moduli space adiabatic gluing exponential decay estimates three-interval method
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Reasons resulting in the collapsed tubing near wellhead in high pressure and high temperature deep well during well testing and measures to prevent the collapsing
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作者 CHEN Mian JIANG Xue-hai 《Journal of Energy and Power Engineering》 2009年第9期41-44,66,共5页
关键词 油管 井口 原因 高温 高压 外部压力 试井 塌陷
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古土壤层间富水对黄土场地湿陷性的影响
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作者 李琳 王家鼎 +2 位作者 谷琪 张登飞 焦少通 《西北大学学报(自然科学版)》 CAS CSCD 北大核心 2024年第1期72-83,共12页
黄土地层中往往交替分布着多层红色古土壤层,由于其硬度相对较高,遇水不易湿陷,对黄土地层湿陷量的测量结果有很大的影响。然而,对于古土壤对湿陷量的控制作用目前还缺乏相关研究,导致对湿陷地层湿陷量的科学取舍缺乏理论依据。为此该... 黄土地层中往往交替分布着多层红色古土壤层,由于其硬度相对较高,遇水不易湿陷,对黄土地层湿陷量的测量结果有很大的影响。然而,对于古土壤对湿陷量的控制作用目前还缺乏相关研究,导致对湿陷地层湿陷量的科学取舍缺乏理论依据。为此该文统计了黄土高原区的浸水试验结果,分析了不同区域湿陷量室内外差异特征,并以西安地区两个试验场地的大型浸水试验为研究对象,进行了不同试验条件下土体中水分的扩散、含水率的变化、土压力变化以及累计湿陷量等测量工作。最终结果表明,古土壤层的存在阻碍湿陷进程,在阻止水分下渗的同时,阻碍深部地层湿陷量传递至地表,使得湿陷量实测值与计算值之间的差异与古土壤层数呈现正相关的趋势。该文将为普遍存在古土壤的黄土地层自重湿陷机理的研究提供参考。 展开更多
关键词 古土壤 浸水试验 湿陷性 湿陷系数 黄土
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渭北黄土台塬区水库水下岸坡稳定形态预测模型研究
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作者 高德彬 张昊 +3 位作者 马学通 李同录 李常虎 李启鹏 《中国农村水利水电》 北大核心 2024年第3期152-159,共8页
黄土地区水库塌岸预测仍以卡丘金法等经验图解法为主,此类方法预测结果的准确性取决于对岸坡剖面形态的准确描述。为了提高黄土地区水库塌岸宽度预测的准确性,选取渭北黄土台塬区选择典型水库进行现场调查,对原河道岸坡形态与蓄水后岸... 黄土地区水库塌岸预测仍以卡丘金法等经验图解法为主,此类方法预测结果的准确性取决于对岸坡剖面形态的准确描述。为了提高黄土地区水库塌岸宽度预测的准确性,选取渭北黄土台塬区选择典型水库进行现场调查,对原河道岸坡形态与蓄水后岸坡形态进行对比分析,在此基础上建立了水下岸坡形态预测模型。结果表明,渭北黄土台塬区水库岸坡塌岸稳定后,水上岸坡呈直立状,高度可达30 m以上,水下岸坡呈曲线形,受水深和岸坡高度共同影响,塌落物可能露出水面。在此基础上基于对数螺线方程建立了水下岸坡形态预测模型,并与经典图解法所用直线型岸坡进行对比,误差分析结果表明采用对数螺线方程进行水下岸坡形态预测时堆积体积误差为4.50%~39.70%,均值为12.64%,而直线型岸坡的预测误差为25.75%~124.69%,均值为75.69%。即采用对数螺线方程可以更好的测水下岸坡形态及水下堆积量。相关研究成果对黄土台塬区水库塌岸预测方法的改进,以及黄河流域的渭北黄土台塬区的环境保护与高质量发展具有实际意义。 展开更多
关键词 渭北黄土台塬 塌岸预测 水下岸坡稳定形态 对数螺线方程 塌岸特征
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工作面内地质异常无线电磁波透视规律研究
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作者 占文锋 李文 +3 位作者 武玉梁 刘芳彬 郑佳荣 牛学超 《煤炭工程》 北大核心 2024年第3期189-196,共8页
为了掌握煤(岩)层及地质异常体对电磁波透视的影响规律,采用三维数值模拟方法,研究全空间条件下环形天线发射电磁波在煤(岩)层中传播时,遇到不同地质异常体(断层、陷落柱)时的传播特征。结果表明:异常体充填空气较多时,电磁波损耗小,磁... 为了掌握煤(岩)层及地质异常体对电磁波透视的影响规律,采用三维数值模拟方法,研究全空间条件下环形天线发射电磁波在煤(岩)层中传播时,遇到不同地质异常体(断层、陷落柱)时的传播特征。结果表明:异常体充填空气较多时,电磁波损耗小,磁场强度等值线外凸;若异常体充填水较多时,电磁波能量损耗较大,曲线内凹;充填其他介质时,电磁波损耗介于两者之间,可通过实测场强曲线、等值线变化,判断异常区电性特征。异常体形态和规模不同,磁场强度分布也不相同;异常区为圆形或似圆形时,磁场强度在异常体内产生畸变,远离异常体后逐渐恢复正常分布,识别较为困难;故异常体直径越小,离接收点越远,识别越困难;当异常区为条状断层分布时,断层走向与巷道交角越小,受影响的测点较多,识别较容易;若断层走向与巷道交角变大,受影响的测点变少,则识别较困难,据此可大致判断断层走向。正常情况下,场强曲线呈左右对称的抛物线形态,中间大、两侧递减;异常体所处位置、形态及充填物质不同,曲线形态亦不相同;当异常体规模较大时,曲线呈对称或不对称的“M”形。因此,在数据处理初期,由于场强曲线获取较快,可以通过识别曲线形态初步定性判别异常体的某些特性,但无法准确定位射线上不同区段的异常特征,可进一步结合层析成像分析,得到正确合理的认识。 展开更多
关键词 无线电波透视法 数值模拟 陷落柱 断层
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