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1.
1 INTRODUCTIONThe numerical simulation of morphological changes in rivers, estuaries and coastal areas is because ofits econondcal merit an outstanding scientific task. The comPlexity of the problem is connected with theheterogeneity of the sediment material, an adequate rePresentation of the involved hydrOdynndc stressesand the large comPutational effort fOr long term simulations.Although the aPpllcation of three dimensional models tO engineering problems is increasing and wellvalldate…  相似文献   
2.
平衡剖面的正演计算及其应用   总被引:5,自引:0,他引:5       下载免费PDF全文
陈伟  曾庆 《地质科学》1993,28(2):117-126
正演运动模型近来已广泛运用于地质剖面的构造演化模拟。作者以Suppe的断层转折褶皱的几何模型为基础,详细阐述了挤压构造区域上盘地层的几何形态变化对应的速度场分布规律及地层长度变化;编制出相应的平衡剖面正演程序,并扩充了正演程序的应用范围。以川东大池干构造为实例,制作出该构造的平衡构造演化剖面。  相似文献   
3.
Sediment is sorted in river bends under the influence of gravity that pulls the heavier grains downslope and secondary flow that drags the finer grains upslope. Furthermore, when dunes are present, sediment is also sorted vertically at the dune lee side. However, sorting functions are poorly defined, since the relation to transverse bed slope and the interaction between lateral and vertical sorting is not yet understood for lack of data under controlled conditions. The objective of this study is to describe lateral sorting as a function of transverse bed slope and to gain an understanding of the interaction between lateral and vertical sorting in river bends. To this end, experiments were conducted with a poorly sorted sediment mixture in a rotating annular flume in which secondary flow intensity can be controlled separately from the main flow velocity, and therefore transverse bed slope towards the inner bend and dune dimensions can be systematically varied. Sediment samples were taken along cross-sections at the surface of dune troughs and dune crests, and over the entire depth at the location of dune crests (bulk samples), which enabled comparison of the relative contribution of vertical sorting by dunes to lateral sorting by the transverse bed slope. The data show that lateral sorting is always the dominant sorting mechanism in bends, and bulk samples showed minor effects of vertical sorting by dunes as long as all grain-size fractions are mobile. An empirical bend sorting model was fitted that redistributes the available sediment fractions over the cross-section as a function of transverse bed slope. Comparison with field data showed that the model accurately reproduces spatially-averaged trends in sorting at the bend apex in single-thread channels. The bend sorting model therefore provides a better definition of bend sorting with conservation of mass by size fraction and adds to current understanding of bend sorting. The implication for numerical modelling is that bend sorting mechanisms can be modelled independently of dunes, allowing the application of the active layer concept.  相似文献   
4.
Oligotrophic bacteria have been isolated from many habitats, yet environmental regulation of their distributions in soil has not been elucidated. To address the issue of environmental influence upon oligotrophic distributions, Chihuahuan Desert soils were sampled from five sites along an elevational and vegetational gradient within Big Bend National Park during January and August of 2002 and 2003. Soils were diluted and plated on oligotrophic media, and plates were incubated at 15, 25, 35, 45 and 60 °C. Additionally, measurements of soil organic matter, pH, moisture, extractable nitrate, extractable ammonium and microbial biomass carbon were collected for each sample to relate oligotrophic bacterial distributions to soil nutrient and edaphic characteristics. Analysis of variance indicated significant site, season, incubation-temperature and interaction effects on total oligotroph numbers. Canonical correspondence analysis and multiple regressions indicated that all soil-chemistry variables significantly influenced discrete morphologies of oligotrophs. Oligotroph distributions were most congruent with soil-chemistry variation in three sites, whereas oligotrophic diversity in two sites did not adhere closely to measured environmental variables. While vegetation type may structure oligotroph communities at the two mid-elevational sites, abiotic constraints are drivers in low-desert sites.  相似文献   
5.
The nature of three‐dimensional flow in submarine channel bends is poorly understood, largely due to the absence of detailed data from natural channels. Herein, data from density‐driven flows in a large reservoir on the Huanghe (Yellow) River are presented showing the spatio‐temporal variation of flow around a subaqueous bend. The data demonstrate for the first time that reversed helical flow, relative to that found in river channel bends, can occur from the centrifugal forcing of flow, even when the Coriolis force acts in the opposite direction. The data also suggest that reversed helical flow fields in submarine channels may be more frequent than currently estimated, notably for bends where Coriolis and centrifugal forces combine in the same direction. In addition, this study provides the first field evidence suggesting that sinuous submarine channels can exhibit an asymmetry in helical flow orientation between left and right‐turning bends, which will have major implications for the morphodynamics of submarine channels, their resultant patterns of sedimentation and, ultimately, the distribution of depositional units across submarine fan systems.  相似文献   
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7.
I. INTRODUCTIONMore than a decade ago, under tile auspices of DELFT HYDRAULICS an overview on the use ofmodels for river problems was given (de Vries & van der Zwaard. 1975). Since then a better understanding of morphological processes in rivers has been obtained, their mathematical formulation hasbeen improved and computer facilities have been expended. Scale models and mathematical models arein use. but their field of application is gradually changing. It seems that the better ma…  相似文献   
8.
长江江都嘶马段岸崩灾害的形成机理与防治对策   总被引:1,自引:0,他引:1  
江岸稳定性取决于最大崩塌临界机制的驱动力和抵抗力的平衡,二者的平衡又受控于岸边坡形态、岩土组成、水流浪涌特征、植被覆盖等。崩岸是长江嘶马弯道床演变的一个重要方面。通过对嘶马弯道遥感解译图像资料进行对比分析,查清研究区江岸岸线特征及其变迁历程。为了揭示北岸崩塌产生的原因,通过野外踏勘、测量与钻探等技术方法查明该区地质基础条件,并基于实时动态定位技术(Real Time Kinematic,RTK)的水下测量数据建立典型剖面,分析凸岸和凹岸的水流运动特征及其对边岸的影响。从地质基础和水动力条件2个方面揭示嘶马段江岸坍塌形成机理,即具有上细下粗二元结构的边岸地层是岸崩形成的基础,丁坝回流和弯道螺旋流的掏蚀作用是岸崩形成的重要条件。并基于江岸稳定性现状及其发展趋势,提出相应的江岸整治措施。  相似文献   
9.
The flexible riser top connection is a critical region for lifetime assessment due to large tension/curvature variations and modeling uncertainties. The bend stiffener polyurethane mechanical response not only presents a nonlinear loading rate and temperature dependency but is also subjected to weather ageing during operation, which may affect its mechanical behavior over time. The top tension, employed for riser local cross-section stress calculation, is usually obtained from global dynamic analyses performed under selected environmental conditions, if direct measurement is not available. As a consequence, both the bend stiffener effect on the curvature distribution and the top tension time series present inherent uncertainties for riser lifetime (re)assessment. In the present work, a proposed monitoring approach composed by gyrometers installed along flexible riser/bend stiffener top connection system length combined with an inverse problem methodology is numerically investigated to estimate the following parameters: (i) polyurethane hyperelastic response and (ii) effective top tension. The top connection system is modeled using a large deflection beam bending model and the parameters are estimated using a damped least-square minimization approach with the Levenberg–Marquardt algorithm. For the preliminary feasibility investigation, the gyrometer experimental data is numerically estimated through Monte Carlo simulations. A case study is carried out to investigate the influence that the number of sensors, sensors arrangement, loading conditions and top connection model have on the inverse parameters estimation. The results indicate that the proposed monitoring approach and inverse parameter estimation methodology may effectively reduce flexible riser lifetime calculation uncertainties.  相似文献   
10.
海缆在使用过程中,受到洋流冲击及自身重量的影响,容易过度弯曲,从而影响海缆的寿命,造成经济损失。弯曲限制器是防止海缆过度弯曲的重要附件。文中建立海缆弯曲限制器A、B两种不同结构的模型,通过有限元模拟分析,比较在相同弯矩载荷下两种结构的锁紧弯曲半径及应力、应变情况,并通过试验验证两种结构的实际使用情况和模拟分析结果的一致性,为海缆弯曲限制器的优化改进提供了参考。计算结果表明:随着弯矩的增大,两种结构的锁定弯曲半径的变化趋势一致,但相同的弯曲半径下所能承受的载荷和两种结构曲率的平缓度有着较大的差异;在相同的应用环境下,B型结构能够更好地保护海缆,限制海缆的最小弯曲半径。  相似文献   
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