Sediment Transport in Rivers and Coastal Waters     

YANG  Shu-qing 《中国海洋工程》2003,17(4):527-540

Following Bagnold's approach, a relationship between sediment transport and energy dissipation is developed. The major assumption made in the study is that the near bed velocity plays a dominant role in the process of sediment transport. A general relationship between energy dissipation and sediment transport is first proposed. Then the equations for total sediment transport are derived by introducing the appropriate expression of energy dissipation rate under different conditions, such as open channel flows, combination of wave and current, as well as longshore sediment transport. Within the flows investigated, the derived relationships are fairly consistent with the available data over a wide range of conditions.  相似文献   

Effect of shallow and narrow water on added mass of cylinders with various cross-sectional shapes     

Z.X. Zhou  Edmond Y.M. Lo  S.K. Tan 《Ocean Engineering》2005,32(10):1199-1215

The sway, heave and roll added masses of three uniform cylinders with semi-circular, rectangular and triangular cross-sectional shapes in shallow and narrow water are numerically analysed. The method is based on simulation of the potential flow induced by the cylinder's mode of motion. The effects of shallow and narrow water on added mass are analysed and presented. It is concluded that the shallow and narrow water effects on added mass depend on the different cross-section shapes of the cylinders. In particular, the water depth effect on sway added mass is stronger than that on heave added mass while the narrow water effect on sway is weaker than that on heave. The shallow water effect on added mass tends to weaken the narrow water effect. Lastly the effect of shallow and narrow water on added mass on a rectangular cylinder is the strongest while that on a triangular cylinder is the weakest.  相似文献   

河南镇平秋树湾矿区铜、钼矿床地质特征及深部找矿潜力分析   总被引：7，自引：1，他引：6  

张智慧  秦明  方荣  唐杰  翟东旭 《矿产与地质》2008,22(2):107-110

秋树湾矿区是一座中型规模的铜、钼矿床。在水平方向上矿区具北铜南钼的分布特征,即北山铜矿床和南山钼矿床;从垂向上看,北山铜矿床深部赋存有规模较大的钼矿体,并具垂直分带现象,即上铜下钼。这主要是矿区成矿后,构造活动使南山赋矿区向上逆冲,使其上部的铜矿体被剥蚀,而北山赋矿区上部的矿体则保存了下来。因此,研究认为,在北山铜矿区的下部及南山钼矿区中深部寻找隐伏钼矿床具有较大潜力。  相似文献   

河南省南召县梅子垛铁矿矿床成矿地质特征及矿石加工技术性能     

赖群生  江和中  樊中玲  杨士辉  李自民 《华南地质与矿产》2008,(2):15-19

2005～2007年,在河南省南召县白土岗-南河店-带发现数十个风化花岗闪长岩型超贫磁铁矿床。矿体的形态、产状、规模与花岗闪长岩体基本一致,矿石类型、成分简单,磁性铁品位2．79～13．28％,平均9．02％,矿石易采易选,在当前经济技术条件下,开采该类矿床具较好经济效益。笔者以梅子垛铁矿为例分析说明该类矿床成矿地质特征及矿石加工技术性能。  相似文献   

河南石板沟金矿矿床地质特征及成因探讨     

苏小岩 《华南地质与矿产》2008,(2):20-25

在总结石板沟金矿床矿化地质特征的基础上,通过对矿石氢氧同位素测试和矿石微量元素相关分析,认为成矿热液主要来源于变质水,矿床成矿环境应属低温环境,矿床成因类型属受构造剪切带控制的低温变质热液蚀变型金矿床。  相似文献   

基于GIS的远程移动视频监控系统   总被引：3，自引：0，他引：3  

秦凯  许慧鹏 《地理空间信息》2008,6(1):87-89

针对实际应用,从系统架构、应用解析、实现方法等方面介绍了将GIS技术应用于远程移动视频监控系统的解决方案。提出的视频与GIS数据集成方法是一个新的技术尝试,具有应用价值。  相似文献   

Strain-softening behaviour of sand in strain path testing under plane-strain conditions     

D. Wanatowski  J. Chu  R. S.-C. Lo 《Acta Geotechnica》2008,3(2):99-114

Experimental data are presented in this paper to study the strain-softening behaviour of sand under plane-strain conditions. K ₀ consolidated strain path tests were conducted using a new plane-strain apparatus. The stress–strain behaviour of medium dense sand under plane-strain conditions was characterized. The test results show that the occurrence of pre-failure strain softening under plane-strain conditions is affected by the void ratio, the strain increment ratio and the initial effective confining stress. This is consistent with previous findings established under axisymmetric conditions. However, a pre-failure strain-softening behaviour in plane-strain tests conducted under high-confining stresses may consist of three stages, namely, material softening, banding softening, and ultimate state. This observation is different from that in triaxial tests where banding softening does not normally occur.  相似文献   

Application of soft computing techniques for shallow foundation reliability in geotechnical engineering     

Rahul Ray  Deepak Kumar  Pijush Samui  Lal Bahadur Roy  A.T.C.Goh  Wengang Zhang 《地学前缘(英文版)》2021,12(1):375-383

This research focuses on the application of three soft computing techniques including Minimax Probability Machine Regression(MPMR),Particle Swarm Optimization based Artificial Neural Network(ANN-PSO)and Particle Swarm Optimization based Adaptive Network Fuzzy Inference System(ANFIS-PSO)to study the shallow foundation reliability based on settlement criteria.Soil is a heterogeneous medium and the involvement of its attributes for geotechnical behaviour in soil-foundation system makes the prediction of settlement of shallow a complex engineering problem.This study explores the feasibility of soft computing techniques against the deterministic approach.The settlement of shallow foundation depends on the parametersγ(unit weight),e0(void ratio)and CC(compression index).These soil parameters are taken as input variables while the settlement of shallow foundation as output.To assess the performance of models,different performance indices i.e.RMSE,VAF,R^2,Bias Factor,MAPE,LMI,U(95),RSR,NS,RPD,etc.were used.From the analysis of results,it was found that MPMR model outperformed PSO-ANFIS and PSO-ANN.Therefore,MPMR can be used as a reliable soft computing technique for non-linear problems for settlement of shallow foundations on soils.  相似文献   

国外都市农业发展经验对我国的启示   总被引：15，自引：0，他引：15  

刘长运 《世界地理研究》2006,15(2):74-79

国外都市农业发展较早,积累了相当多的经验,而我国都市农业仍属新生事物。笔者简要介绍了日本、德国、新加坡和荷兰发展都市农业的成功做法和经验,进一步分析了都市农业的基本功能,并结合我国国情提出了六个方面的措施与建议,即:科学规划,合理布局;加强政府对都市农业的支持力度;拓宽投资、融资渠道;提高都市农业的科技含量,扩大都市农业园区的规模;高度重视观光休闲农业的建设和发展;加强宣传,转变观念。  相似文献   

Strain softening of K0-consolidated Changi sand under plane-strain conditions     

D. Wanatowski  J. Chu 《Acta Geotechnica》2006,1(1):29-42

Experimental results are presented in this paper to study the strain softening behaviour of a marine dredged sand under plane-strain conditions. K₀ consolidated drained and undrained tests were conducted using a new plane-strain apparatus to characterize the strain softening behaviour of the sand under plane-strain conditions. For medium dense specimens, strain softening and shear bands were observed to occur under both drained and undrained conditions. For very loose specimens, no shear bands were observed and critical states were reached within the homogeneous deformation region in both drained and undrained tests. Strain softening was observed to occur at small strain for very loose specimens under undrained conditions. Two types of strain softening, the homogenous softening and banding softening, were identified and the conditions for strain softening were established. The results obtained from this study were compared with the studies by Han and Vardoulakis (Géotechnique 41(1):49–78, 1991), Finno et al. (J Geotech Eng ASCE 122(6):462–473, 1996, Géotechnique 47(1):149–165, 1997) and Mokni and Desrues (Mech Cohes-Frict Mat 4:419–441, 1998).  相似文献