共查询到20条相似文献，搜索用时 78 毫秒
1.
以官垸水文站为例，介绍了顺逆流不定河流水位流量关系单值化处理技术，其定线精度和推流误差的均符合规范要求。 相似文献
2.
针对常规三维地震对小断层、陷落柱解释精度较低的现状,提出了三维数据体方差体计算方法,以克服常规解释方法存在的问题。方差体技术的核心,就是求取整个三维地震数据体中所有样点的方差值。方差值参数的选取原则：一是要根据预测的断层走向选择加法模式或乘法模式;二是要根据所预测断层的大小来确定参与运算的道数;三是根据地层倾角的大小选择计算时窗。依据其计算方法及参数选取原则编制了三维地震方差体微机计算软件,利用该软件对山东某区三维地震资料进行了解释。实例表明经方差体计算的水平切片可以很清楚的看断层的错断、同相轴的扭曲及断层的延展方向,经方差体计算的顺层切片对断层的空间展布、走向及相互间切割关系也一目了然,特别是在常规解释结果中却没有明显的反映的较小断层,在顺层切片中清晰可见,由此看见方差体解释技术对断层细节的反映更为清晰。 相似文献
3.
顺层边坡溃层问题的计算方法 总被引：9，自引：0，他引：9
刘钧 《水文地质工程地质》1997,24(6):37-41
本文根据压杆稳定计算的基本理论，结合顺层以溃层破坏的具体情况，提出来考虑向力作用下的边坡失稳计算理论和方法，并分析了一个实例。 相似文献
4.
综放锚网支护沿空顺槽合理小煤柱尺寸确定方法 总被引：8，自引：0，他引：8
针对综放锚网支护沿空顺槽合理小煤柱尺寸难确定的问题，该文在分析了合理煤柱尺寸确定原则的基础上，提出了针对顺槽具体地质条件采用理论分析、数值计算和工程实践3方面综合分析确定合理小煤柱尺寸的方法。并对济宁二号煤矿2302综放锚网支护沿空顺槽煤柱尺寸进行了具体确定(3.0～4.5m)。2302综放沿空顺槽采用460m煤柱护巷的施工实践证明，煤柱尺寸的确定是合理的，为类似条件锚网支护顺槽的合理煤柱尺寸确定提供了一种新方法。 相似文献
5.
高速公路顺层路堑边坡的稳定与否，直接影响着公路的运行安全，因此对该类边坡特点进行总结，确定其研究方法是一项十分重要的任务。首先对高速公路顺层路堑边坡特点进行了总结，提出了高速公路顺层路堑边坡从野外调查－稳定评价－开挖坡角确定－加固设计的优化设计路线。在此基础上，以京珠高速公路大悟县境南段为例，按照高速公路顺层边坡设计思路：即在分析工程地质条件的基础上，采用剩余推力法和Sarma法计算了其稳定性，对影响边坡的各因素进行了敏感性分析；并根据计算成果确定了最优设计坡角。在保证边坡总体稳定的前提下，提出了边坡开挖方案及经济合理的边坡锚喷加固设计方案。结果表明该设计方案对工程建设具有很强的系统性和实用性。 相似文献
6.
层状结构岩体顺层斜坡失稳机理的力学分析 总被引：18，自引：1，他引：18
本文从力学方面研究了层状结构岩体顺层斜坡的失稳机理，通过能量平衡法，求出了层状结构岩体顺层斜坡溃屈破坏的均布临界载荷，临界波长，并经实际计算验核，对工程评估，灾害防治有一定参考价值。 相似文献
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用弹性板理论分析顺层岩质边坡的失稳 总被引：10，自引：2，他引：10
根据弹性板的稳定理论，利用能量法对缓倾角顺层岩质边坡的弯曲失稳机理进行了探讨，特别考虑了边坡长度的影响，推导了相应的计算公式，并通过计算实例，将文中的方法与用平面应变问题的弹性梁分析得出的结果做了对比，验证了文中方法的可行性。 相似文献
9.
渝怀线DK385+470～DK385+700段为典型的顺层岩质边坡,当采用滑面为直线型的刚体极限平衡法进行分析计算时,由于无法考虑滑体内的层间错动对边坡稳定性的影响,直接导致稳定系数计算结果偏大。根据极限分析上限法原理,结合工程实例,提出了考虑层间错动的顺层岩质边坡极限分析上限法,并推导了这种方法的稳定系数计算公式。该方法可以将层间错动产生的内能耗散计入到虚功率方程中,因而可以考虑层间错动对边坡稳定性的影响。以渝怀线典型顺层岩质边坡为例,采用刚体极限平衡法和极限分析上限法分别进行了稳定性分析计算,结果两种方法却得出了截然相反的结论。 相似文献
10.
对顺倾边坡地下采煤使坡前建筑物地基产生隆升变形的机制进行了分析，提出采煤安全边界的计算公式，并用实例说明计算可行。 相似文献
11.
泥石流异重流入海的研究 总被引：3，自引：1，他引：3
1999年委内瑞拉瓦加斯（Vargas)乌里亚（Uria)发生的大规模泥石流将海岸线向海中推进了200m。这是一种异重流现象。泥石流流入海中并在海中沉积下来，其头部沉积位置距原海岸线已远大于200m，泥石流在海中的沉积物还将改变海底地貌。本通过实验研究得出了异重流的潜入点规律，水面和水下堆积扇规律。 相似文献
12.
Analysis of Steady-State Flow To Multiscreened Wells Under Natural Vertical Flow Conditions 总被引：2，自引：0，他引：2
Water levels measured at multiscreened wells in unconfined aquifers may not coincide, in general, with the elevation of the
water table. The presence of vertical gradients (as often is the case in recharge areas) or the existence of confining layers
may cause the water levels to differ from local hydraulic heads in the aquifer. In these cases, a misinterpretation of water
levels may lead to the erroneous conclusion that observed drawdowns are provoked by overpumping. In this paper, we analyze
the effect that a natural vertical gradient has on water levels in wells screened over their entire saturated thickness. As
one would expect, it is observed that, even without pumping, the water level in the wells lies below the water table. Type
curves relating the steady-state drawdown to the vertical gradient and to the hydraulic conductivity anisotropy are presented.
These curves were obtained using a groundwater flow numerical model (FREESURF: Neuman and Witherspoon, 1970). The theoretical
results are checked with field data from deep wells in the detrital Madrid aquifer. In this particular aquifer, it is observed
that the effect of vertical gradients is important both in terms of drawdowns and flow rates.
相似文献
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In basin modeling the thermodynamics of a multicomponent multiphase fluid flux are computationally too expensive when derived from a cubic equation of state and the Gibbs equality constraints. In this article we present an alternative implicit molar mass formulation technique using binary mixture thermodynamics. The two proposed solution methods are based on a hybrid smoother, Gauss–Seidel–Galerkin at each time-step with analytical computation of the derivatives. The new algorithm overcomes the difficulty of choosing an optimal relaxation parameter and reduce significantly the numerical effort for the computation of the molar masses. Numerical results are presented which show significant improvements with respect to previous methods. 相似文献
15.
Large-scale steady-state groundwater flow in atoll carbonate platforms results from temperature and salinity-induced density gradients. Atolls are built on top of a basaltic substrate that provides geothermal heating from beneath. Moreover, they are immersed in the tropical ocean where temperature decreases rapidly with depth. Groundwater circulation in these platforms has long been associated with the geothermal heat flux because it is capable of generating inward and upward flow of oceanic origin water by buoyancy effects. This study shows that hydraulic circulation occurs even in the absence of a geothermal flux because the combination of the cold subsurface ocean waters with the warm surface conditions is sufficient to maintain a convection cell within the carbonate platform. Using a one-dimensional analytical model, validated by more sophisticated two-dimensional simulations, we can investigate the interaction between these two driving forces. The flow rate inside the platform is, in fact, a function of the ratio of the geothermal flux to the temperature gradient in the ocean. It increases with the geothermal flux but decreases with the oceanic temperature gradient. This one-dimensional model also shows that taking salinity effects on density into account increases the flow rates transiting through the platform by a third. 相似文献
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17.
Flow regimes in debris flow 总被引：4，自引：0，他引：4
PAUL ENOS 《Sedimentology》1977,24(1):133-142
The Bingham model has been suggested for the rheological behaviour of debris flow. Velocity plotted against yield strength uniquely defines turbulent and laminar flow in published experimental data on flow of Bingham materials. These regimes are not defined by a unique value of the Bingham number even though it includes both of the critical parameters, yield strength and velocity. Laminar flow in at least the final stages natural debris flows is suggested by sediments with parallel-to-flow or inclined clast fabric, preservation of delicate clasts, blocks projecting from the top of the deposit(?), and an absence of flutes. 相似文献
18.
A secondary flow model for back-arc spreading is developed in this paper that shows some of the characteristics of observed back-arc spreading. Back-arc spreading has formed marginal seas around the west and southwest rim of the Pacific. The episodic spreading and different directions of opening are not completely understood; however, there does appear to be a limited lifetime (< 17 m.y.) and when one episode of spreading ends, there is a lag time (6–10 m.y.) before another adjacent one begins. This suggests that back-arc flow is caused by secondary flow induced by subduction. Simple scaling arguments with physically reasonable values suggest that forced and free convection effects will be nearly equal. A two-dimensional, finite difference model is developed and several numerical experiments lasting 160 m.y. with a varying subduction rate are discussed. These experiments show stress surges lasting 10–20 m.y. and a series of eddies and counter-eddies behind the trench with a spatial scale of 300–400 km. This supports the idea that back-arc spreading is the result of transient eddies induced by the subducting slab. 相似文献
19.
The temperature of groundwater will be increasing gradually while it is recharged and infiltrated down to the depth because of the geothermal gradient. So the density of water is smaller and smaller. The author puts forward the heat-driving mechanism that the movement of the groundwater is caused by the density differences from different temperatures. Based on this idea, the author proposes the short range recharge model of geothermal water in flat terrain hilly area. The model explains the coexistence mechanism of recharge and discharge (hot springs) zones can be at the same altitude. Considering that the temperature is an important driving force of groundwater movement, the paper puts forward and demonstrates that the hot springs can expose at higher lands while the recharge zone being situated lower lying areas. 相似文献
20.
M. Felix 《Sedimentology》2002,49(3):397-419
A two‐dimensional numerical model is used to describe the flow structure of turbidity currents in a vertical plane. To test the accuracy of the model, it is applied to historical flows in Bute Inlet and the Grand Banks flow. The two‐dimensional spatial and temporal distributions of velocity and sediment concentration and non‐dimensionalized vertical profiles of velocity, turbulent kinetic energy and sediment concentration are discussed for several simple computational currents. The flows show a clear interaction between velocity, turbulence and sediment distribution. The results of the numerical tests show that flows with fine‐grained sediment have low vertical and high horizontal gradients of velocity and sediment concentration, show little increase in flow thickness and decelerate slowly. Steadiness and uniformity in these flows are comparable for velocity and concentration. In contrast, flows with coarse‐grained sediment have high vertical and low horizontal velocity gradients and high horizontal concentration gradients. These flows grow considerably in thickness and decelerate rapidly. Steadiness and uniformity in flows with coarse‐grained sediment are different for velocity and concentration. The results show the influence of spatial and temporal flow structure on flow duration and sediment transport. 相似文献