弯曲河段床面分形特征及床面阻力试验研究   总被引：1，自引：0，他引：1       下载免费PDF全文

江磊  陈立  周银军  闫涛 《水科学进展》2011,22(4):502-508

根据概化水槽试验的结果,引入河床表面分形维数(以下简称BSD)用于河床表面形态的量化研究,并对BSD的计算方法、弯曲河道的分形特征及BSD值的大小与床面阻力的关系进行了探讨.结果表明,BSD的大小在大尺度上能够反映河段在纵向上的深泓起伏程度和横向的滩槽差,在小尺度上能反映河床表面相对的冲淤幅度,即弯曲河段床面具有明显的...  相似文献   

Improved Geometric Model of Extensional Fault–bend Folding     

ZHENG Xiaoli  HE Guangyu  HU Senqing  YAO Zewei  WANG Hui  LIN Lu 《《地质学报》英文版》2015,89(6):1847-1857

Extensional fault–bend folds, also called rollovers, are one of the most common structures in extensional settings. Numerous studies have shown that oblique simple shear is the most appropriate mechanism for quantitative modeling of geometric relations between normal faults and the strata in their hanging walls. However, the oblique simple shear has a rather serious issue derived from the shear direction, particularly above convex bends. We use geometric and experimental methods to study the deformation of extensional fault–bend folds on convex bends. The results indicate that whether the fault bends are concave or convex, the shear direction of the hanging wall dips toward the main fault. On this basis, we improve the previous geometric model by changing the shear direction above the convex bends. To illustrate basin history, our model highlights the importance of the outer limit of folding instead of the growth axial. Moreover, we propose a new expression for the expansion index that is applicable to the condition of no deposition on the footwall. This model is validated by modeling a natural structure of the East China Sea Basin.  相似文献   

Morphodynamics of a bedrock‐alluvial meander bend that incises as it migrates outward: approximate solution of permanent form          下载免费PDF全文

Takuya Inoue  Gary Parker  Colin P. Stark 《地球表面变化过程与地形》2017,42(9):1342-1354

In meandering rivers cut into bedrock, erosion across a channel cross‐section can be strongly asymmetric. At a meander apex, deep undercutting of the outer bank can result in the formation of a hanging cliff (which may drive hillslope failure), whereas the inner bank adjoins a slip‐off slope that connects to the hillslope itself. Here we propose a physically‐based model for predicting channel planform migration and incision, point bar and slip‐off slope formation, bedrock abrasion, the spatial distribution of alluvial cover, and adaptation of channel width in a mixed bedrock‐alluvial channel. We simplify the analysis by considering a numerical model of steady, uniform bend flow satisfying cyclic boundary conditions. Thus in our analysis, ‘sediment supply’, i.e. the total volume of alluvium in the system, is conserved. In our numerical simulations, the migration rate of the outer bank is a specified parameter. Our simulations demonstrate the existence of an approximate state of dynamic equilibrium corresponding to a near‐solution of permanent form in which a bend of constant curvature, width, cross‐sectional shape and alluvial cover distribution migrates diagonally downward at constant speed, leaving a bedrock equivalent of a point bar on the inside of the bend. Channel width is set internally by the processes of migration and incision. We find that equilibrium width increases with increasing sediment supply, but is insensitive to outer bank migration rate. The slope of the bedrock point bar varies inversely with both outer bank migration rate and sediment supply. Although the migration rate of the outer bank is externally imposed here, we discuss a model modification that would allow lateral side‐wall abrasion to be treated in a manner similar to the process of bedrock incision. Copyright © 2016 John Wiley & Sons, Ltd.  相似文献   

Variability in the vertical hyporheic water exchange affected by hydraulic conductivity and river morphology at a natural confluent meander bend          下载免费PDF全文

Jinxi Song  Guotao Zhang  Weize Wang  Qi Liu  Weiwei Jiang  Weiqiang Guo  Bin Tang  Haifeng Bai  Xinyi Dou 《水文研究》2017,31(19):3407-3420

River confluences and their associated tributaries are key morphodynamic nodes that play important roles in controlling hydraulic geometry and hyporheic water exchange in fluvial networks. However, the existing knowledge regarding hyporheic water exchange associated with river confluence morphology is relatively scarce. On January 14 and 15, 2016, the general hydraulic and morphological characteristics of the confluent meander bend (CMB) between the Juehe River and the Haohe River in the southern region of Xi'an City, Shaanxi Province, China, were investigated. The patterns and magnitudes of vertical hyporheic water exchange (VHWE) were estimated based on a one‐dimensional heat steady‐state model, whereas the sediment vertical hydraulic conductivity (K_v) was calculated via in situ permeameter tests. The results demonstrated that 6 hydrodynamic zones and their extensions were observed at the CMB during the test period. These zones were likely controlled by the obtuse junction angle and low momentum flux ratio, influencing the sediment grain size distribution of the CMB. The VHWE patterns at the test site during the test period mostly showed upwelling flow dominated by regional groundwater discharging into the river. The occurrence of longitudinal downwelling and upwelling patterns along the meander bend at the CMB was likely subjected to the comprehensive influences of the local sinuosity of the meander bend and regional groundwater discharge and finally formed regional and local flow paths. Additionally, in dominated upwelling areas, the change in VHWE magnitudes was nearly consistent with that in K_v values, and higher values of both variables generally occurred in erosional zones near the thalweg paths of the CMB, which were mostly made up of sand and gravel. This was potentially caused by the erosional and depositional processes subjected to confluence morphology. Furthermore, lower K_v values observed in downwelling areas at the CMB were attributed to sediment clogging caused by local downwelling flow. The confluence morphology and sediment K_v are thus likely the driving factors that cause local variations in the VHWE of fluvial systems.  相似文献   

Eddy Shedding from the Kuroshio Bend at Luzon Strait   总被引：16，自引：1，他引：16  

Yinglai?JiaEmail author  Qinyu?Liu 《Journal of Oceanography》2004,60(6):1063-1069

TOPEX/POSEDIENT-ERS satellite altimeter data along with the mean state from the Parallel Ocean Climate Model result have been used to investigate the variation of Kuroshio intrusion and eddy shedding at Luzon Strait during 1992–2001. The Kuroshio penetrates into the South China Sea and forms a bend. The Kuroshio bend varies with time, periodically shedding anticyclonic eddies. Criteria of eddy shedding are identified: 1) When the shedding event occurs, there are usually two centers of high Sea Surface Height (SSH) together with negative geostrophic vorticity in the Kuroshio Bend (KB) area. 2) Between the two centers of high SSH there usually exists positive geostrophic vorticity. These criteria have been used to determine the eddy shedding times and locations. The most frequent eddy shedding intervals are 70, 80 and 90 days. In both the winter and summer monsoon period, the most frequent locations are 119.5°E and 120°E, which means that the seasonal variation of eddy shedding location is unclear.  相似文献   

基于构造—地层学的隐蔽圈闭预测——以松南十屋断陷深层为例     

张青林  ;任建业 《海洋地质译丛》2008,(2):52-57

综合运用高精度层序地层学、构造一地层学方法，认为十屋断陷深层发育的各类隐蔽圈闭是下一步勘探工作的重要目标。同时，由于构造对沉积的控制作用，在断陷内部不同的构造部位具有不同的隐蔽圈闭分布特征。十屋断陷西部皮家地区、北部张家屯一八屋地区位于油气主要运移指向区，分别由断裂坡折带和以挠曲型褶皱为特征的弯折带控制的储集砂体十分发育，盖层及保存条件也十分优越，是深部原生岩性、地层油气藏最有利的勘探目标区带。  相似文献   

陆相断陷盆地层序类型与隐蔽油气藏勘探--以南堡凹陷古近系为例   总被引：9，自引：0，他引：9  

冯有良周海民  李思田刘蕴华董月霞  曹中宏 《地球科学》2004,29(5):603-608

以南堡凹陷高分辨率三维地震、测井和丰富的地质资料为基础,运刚高精度层序地层分析方法。结合盆地构造和沉积充填特征的研究．在南堡凹陷古近系识别出了1个超层序组、4个超层序、11个三级层序。在柳北扇三角洲体系可划分出6个四级层序．根据古构造坡折带控制层序类型和层序构成模式的思路。通过南堡凹陷古近系同沉积构造发育特征的分析,认为南堡凹陷古近系存在同沉积断裂坡折带和同沉积背斜挠曲坡折带2种类型。由此决定了南堡凹陷古近系主要发育了同生断裂坡折型层序和同沉积背斜挠曲坡折型层序。建立了这2种类型层序体系域构成模式．其中同生断裂坡折型层序和同沉积背斜挠曲坡折型层序的低位域砂体及高位域砂体成藏条件优越、地震剖面易于识别,是隐蔽油气藏勘探的主要目标．  相似文献   

基于半数值方法的限弯器剪弯刚度分析     

丁乐声  陈金龙  陈潇  郭豪  张聪 《海洋工程》2022,40(6):152-159

柔性管缆限弯器存在接触非线性导致剪弯刚度分析困难。为此先基于悬臂梁方程建立剪弯刚度理论模型;然后构建考虑接触边界的锁合结构数值模型,得到其扭转刚度曲线;最后结合理论分析和数值计算求得考虑接触非线性的限弯器剪弯刚度曲线,并同传统的整体数值方法相比较,验证该半数值分析方法的有效性。对比发现基于半数值方法的限弯器剪弯计算效率远高于传统数值方法,其结果误差也满足工程需求;并且限弯器锁合结构处受接触边界影响有明显的非线性;限弯器子梁这一短梁结构基于Timoshenko梁理论计算的结果精度更高也更保守。相较于传统数值方法,该半数值方法用方程直接表达部分参数与剪弯刚度关系,并可以高效地分析限弯器剪弯刚度,使设计工作更加高效。  相似文献   

伊犁盆地南缘中新生代构造样式与铀成矿关系   总被引：4，自引：0，他引：4       下载免费PDF全文

陈奋雄 《地质与勘探》2016,52(3):480-488

伊犁盆地是我国最早发现砂岩型铀矿的地区,近十几年来一直保持砂岩型铀矿找矿的不断突破,盆地南缘自西向东查明了一系列砂岩型铀矿床,这些铀矿床的分布与盆地南缘构造关系密切。本文总结了伊犁盆地南缘构造样式类型,分析了不同构造样式下氧化流体补给、运移规律,并结合铀矿体的空间分布,指出构造样式差异是造成砂岩型铀矿体空间分布的关键因素;从氧化流体补给窗的开启、流体的汇聚和还原性气体聚集的控制等方面讨论了构造样式对铀矿体空间定位的机制,指出单斜稳定地层中纵弯背斜是控制铀空间分布的主要构造,要注意不同构造样式约束下成矿区域的稳定型和地下水补给的多样性,在此基础上讨论了伊犁盆地南缘铀矿的找矿方向及主要矿物类型。  相似文献   

黄山高速滑移弯曲边坡变形机理分析及应急治理对策     

巨能攀  赵建军  邓辉  黄润秋  段海澎 《地球科学进展》2008,23(5):474-481

黄山高速公路穿行于皖南山区,公路建设过程中,汤口互通A匝道高边坡产生了大范围变形,严重威胁已有构筑物和施工安全。为保证边坡稳定,成立“应急指挥小组”,建立快速反应机制,并采用工程地质测绘、勘探、监测等手段,快速查明边坡结构特征,分析边坡变形机理和稳定性,提出应急治理方案。分析表明,该边坡为层间软弱夹层[JP2]发育的砂泥岩互层型顺向边坡,地质历史上边坡曾发生滑移—弯曲变形,公路施工时对弯曲隆起部位岩体进行开挖,引起坡体产生快速变形,在降雨、开挖等条件下,边坡产生整体失稳的可能性极大。在分析边坡变形机制基础上,应用变形控制理论,确定对边坡采取桩锚结合、综合排水的应急治理措施,并根据变形特点提出了应急治理施工步骤。应急治理措施实施后,边坡变形得到了有效控制,稳定性达到了高速公路的安全要求  相似文献