旋挖切削土阻力的理论分析与试验研究

在传统土的平面切削理论基础上,提出了土的旋挖切削模型,推导出旋挖切削土阻力公式,公式考虑了孔壁内侧剪切破坏和实际切削角减小等问题。采用多种刀具对砂土进行大量旋挖试验,以测得不同刀具在改变切削角时的旋挖切削阻力。通过试验与理论分析结果比较,证明了理论公式的正确性。研究发现,切削阻力与切削角呈非线性关系,并且不同土质有不同的最佳切削角;不带刀齿的刀具切削阻力大于有齿刀具,而且受切削角影响较大。     

基于粒子群算法的地下水水质评价模型

提出了基于s型生长曲线函数的地下水水质评价的污染损害率公式,并采用粒子群优化算法对水质污染损害率公式中的参数进行优化.将优化好的水质污染损害率公式用于某地20个采样点地下水水质评价,并与其它评价方法的评价结果进行了比较,结果表明公式能较好地用于地下水水质的综合评价,有明确的物理意义,简单适用,并具有一定的普适性.     

海底泥流冲击悬跨管道拖曳力系数分析

海底滑坡是海洋油气工程最危险的地质灾害之一,直接影响海底管线运营安全。滑坡体失稳滑动过程中,由于海水掺和作用逐渐加速转变成快速滑动泥流,冲击海底悬跨管道。基于当前国际通用的计算流体动力学(CFD)方法,采用赫巴模型描述快速滑动泥流,计算分析海底滑坡冲击悬跨管道的受力特性,重点分析悬跨高度对管道法向拖曳力系数的影响。研究发现,管道法向拖曳力系数随悬跨高度的增长而增大,当达到某一悬跨高度时,管道拖曳力系数保持稳定。     

Effects of surface waves and sea spray on air–sea fluxes during the passage of Typhoon Hagupit

Air–sea exchange plays a vital role in the development and maintenance of tropical cyclones(TCs). Although studies have suggested the dependence of air–sea fluxes on surface waves and sea spray, how these processes modify those fluxes under TC conditions have not been sufficiently investigated based on in-situ observations.Using continuous meteorological and surface wave data from a moored buoy in the northern South China Sea,this study examines the effects of surface waves and sea spray on air–sea fluxes during the passage of Typhoon Hagupit. The mooring was within about 40 km of the center of Hagupit. Surface waves could increase momentum flux to the ocean by about 15%, and sea spray enhanced both sensible and latent heat fluxes to the atmosphere,causing Hagupit to absorb 500 W/m~2 more heat flux from the ocean. These results have powerful implications for understanding TC–ocean interaction and improving TC intensity forecasting.     

海洋内孤立波作用下潜体运动响应特性研究

2021年4月印度尼西亚海军“南伽拉402”号潜艇在巴厘岛以北约60海里（111.12 km）处发生沉没,分析表明大振幅海洋内孤立波作用可能是事故原因之一。基于大振幅内孤立波eKdV理论与Morison公式建立了内孤立波作用下潜艇的运动学模型,揭示不同内孤立波振幅、潜艇潜深条件下潜艇的运动响应特性,进一步说明内孤立波可能造成印度尼西亚潜艇失事。结果表明：内孤立波对潜艇的运动状态产生巨大影响。垂直方向上潜艇在短时间内产生大幅度掉深,而水平方向上其运动方向在密度界面上或界面处与内孤立波传播方向一致,界面下则相反,且内孤立波产生的垂向力矩可能造成潜艇倾覆。不同波幅、潜深下潜艇表现出不同的运动响应规律。研究表明印度尼西亚潜艇失事可能是潜艇执行任务过程中遭遇了较大振幅内孤立波,导致其发生大幅度、迅速掉深。     

Hydraulic modelling of fish habitat in urban rivers during high flows

In urban rivers, flow regime and channel morphology are the drivers of physical habitat quality for aquatic species. Peak discharges are increased at high flows as a result of impermeable catchments and channel engineering for flood protection schemes. Hazardous conditions and flashy hydrographs mean that measurement of velocities at high flows is a difficult task. This research uses a three‐dimensional computational fluid dynamics (3D‐CFD) model to simulate hydraulic patterns in two urban river channels. A 3D‐CFD code, called SSIIM, was used to simulate hydraulic conditions in two engineered river reaches of the River Tame, Birmingham, UK. These two sites represent channels with different levels of engineering. Models were calibrated and tested using field measurements. Results show that modelled water surface levels and velocity profiles are well simulated. Calibrated roughness heights are compared with those derived from field measurement of sediment size. Numerical experiments are used to assess the relationship between grid resolution in the vertical dimension and the form of the modelled velocity profiles. Biologists have used laboratory experiments to determine maximum sustainable swimming speeds (MSSS) of fish, often in order to assess what level of a particular pollutant may be tolerable. In this work, simulations of high‐flow hydraulic patterns are used to compare velocity patterns with fish MSSS. Results show that when the water levels rise to fill the first channel of the two‐stage channels at the sites, which occurred 16 times in 2000, MSSS are surpassed in the majority of available habitat, suggesting that excessive velocities at high flows are one factor that limits fish habitat. A comparison between the two reaches shows that there is less available habitat in the more modified reach. Conclusions suggest that an approach that integrates water quality issues and physical channel characteristics must be taken in river rehabilitation schemes, as improvements to water quality alone may not be sufficient to improve habitat quality to the desired level. Copyright © 2002 John Wiley & Sons, Ltd.     

Multiphase model for inclusion‐reinforced geostructures: Application to rock‐bolted tunnels and piled raft foundations

A multiphase model is proposed to describe the mechanical behaviour of geomaterials reinforced by linear inclusions. This macroscopic approach considers the reinforced soil or rock mass as the superposition of continuous media. Equations of motion and constitutive laws of the model are first derived. Its implementation in a finite element computer code is then detailed. A modified implicit algorithm for elastoplastic problems is proposed. The model and its implementation are fully validated for rock‐bolted tunnels (comparison with scale model experiments) and piled raft foundations (comparison with the classical ‘hybrid method’). The Messeturm case history is finally presented to assess the handiness of the approach for real structures. Copyright © 2001 John Wiley & Sons, Ltd.     

云母分子式计算方案的选择

本文借助主成分分析证明了花岗岩类中黑云母的Fe~(3+)、Fe~(2+)和(OH+F)主要的数量关系不表现为氧羟铁云母置换,还讨论了水不足和水过剩对云母分子式计算结果的影响,进而提出了当处理一批未受明显脱羟基氧化的云母,尤其是当其中包括明显水过剩云母时,宜优先采用O=22计算分子式方案等建议。     

APPLICABILITY OF SEDIMENT TRANSPORT FORMULAS

1 INTRODUCTIONThe selection of aPPropriate sediment transport fOrmulas under different flow and sedfornt conditions isimPoftant tO the sedimen tusPort and river morphologic stUdies of a river. There are numrousWlas published in professional joumals and summarized in sediment transPort texthooks. Mosttextbooks shy away from direct comPallsons of the accuracies of transPort formulas. ComPllted resultsbased on differnt transport formulas may differ significanly from each other and from …     

中国开放政策对区域发展的作用

在对中国对外开放政策作用进行了定性分析的基础上 ,利用计量经济模型方法 ,就近 2 0年来中国对外开放政策对中国东部沿海地区的经济发展作用效果进行了计算模拟分析。首次 ,从数量上 ,探讨了中国对外开放政策对区域经济发展的作用效果。 ( 1 )在对外开放中 ,通过提供各种优惠政策 ,吸引来了大量的建设资金 ,缓解了区域经济发展中资金不足的问题 ;( 2 )对外开放政策的实施加快了区域经济增长速度 ,促进了区域经济发展 ;( 3)对外开放政策促进了区域外向型经济的发展 ,使中国经济的外向度得到了很大提高 ,在较短的时间内成为世界贸易大国 ;( 4 )对外开放政策 ,改变了中国经济发展布局 ,加快了基础产业发展 ,较好地解决了以往长期制约国民经济发展的能源、原材料等基础工业发展滞后问题。通过模型计算 ,在对外开放的 2 0年中 ,中国东部沿海地区的 GDP增长总额为 9670 .42× 1 0 8元 ,其中对外开放政策的贡献作用达 2 0 68.0 7× 1 0 8元 ,即 2 0世纪 80年代初开始的对外开放政策对东部沿海地区 GDP的作用效果达 2 0 68.0 7× 1 0 8元 ,平均作用效率达 2 1 .39%。