海南省澄迈县雷暴气候特征及其灾害防御

通过统计分析海南省澄迈县1959-2004年逐日雷暴资料,找出雷暴发生时空分布特征,统计1995-2004年10a雷暴发生的影响天气系统,计算出各天气系统影响下雷暴发生的概率。分析结果表明：澄迈县雷暴日46a平均雷暴频次437次,年际变化呈波动减少趋势,5-8月是雷暴发生的高发期,占全年雷暴的53%,16-17时是一天中发生雷暴的最高期,西南方向发生的雷暴略多于其他方向,澄迈县受西南低压槽、南海低压槽和副热带高压等天气系统影响时发生雷暴的概率较大。     

可膨胀管固井技术及其应用

可膨胀管工艺是国外开发的一项新技术,可广泛用于深水、深井、大位移井、分支井等的钻井和完井,还可用于采油、修井等作业。简要介绍了可膨胀管固井技术和可膨胀管管材及性能,并结合京708井利用膨胀管对套管补贴实现水层封堵的实例,对可膨胀管施工工艺进行了介绍。     

折线光滑处理的三点算法研究

在地理信息系统（GIS）中,为了使地图线状要素数据的可视化有较高的质量,就需要对线状要素进行光滑处理。如何使得折线光滑后,让原始点更多地保留下来,是衡量该类地图数据精度的重要依据。本文提出了一种折线光滑处理的三点算法,该方法拟合精度高且算法简单,具有较强的实用性,可用于自动化制图、GIS等地图线状要素的绘制中。     

海南省澄迈县雷暴气候特征及其灾害防御

通过统计分析海南省澄迈县1959~2004年逐日雷暴资料,找出雷暴发生时空分布特征,统计1995~2004年10a雷暴发生的影响天气系统,计算出各天气系统影响下雷暴发生的概率。分析结果表明:澄迈县雷暴日46a平均雷暴频次437次,年际变化呈波动减少趋势,5~8月是雷暴发生的高发期,占全年雷暴的53%,16~17时是一天中发生雷暴的最高期,西南方向发生的雷暴略多于其他方向,澄迈县受西南低压槽、南海低压槽和副热带高压等天气系统影响时发生雷暴的概率较大。     

海口淘金大厦雷击风险评估分析

通过对海口淘金大厦雷击风险进行评估,分析其雷击风险评估因子并探讨相关评估技术,以求寻找出有效的评估方法.     

Simplified method for evaluating the response of existing tunnel induced by adjacent excavation

Adjacent excavation may have a negative influence on the existing tunnel underneath. Thus, it is important to evaluate the response of the tunnel due to adjacent excavation. However, there is little report about using the Kerr foundation model to simulate the tunnel-soil interaction. Meanwhile, the Timoshenko beam, which can take the tunnel shearing effect into consideration, is more suitable to estimate the behavior of the tunnel. To simulate the interaction between soil and tunnel, the existing tunnel is simplified as a Timoshenko beam lying on the Kerr foundation model, and a simplified theoretical method is proposed to calculate the response of the existing tunnel induced by adjacent excavation. The proposed method is validated by two field case studies. Results indicate that the predictions given by the proposed method show great agreement with field measurements and it is more accurate to evaluate the tunnel-soil interaction compared with the previous method. The further parametric study shows that the relative position between excavation and tunnel, the ground Young's modulus, the depth of existing tunnel centerline, and length and width of excavation are both significant factors governing the tunnel response induced by adjacent excavation, while the influence of tunnel shear stiffness and skew between tunnel and excavation are slight. The proposed method can be applied to predict the potential risk of existing tunnels induced by adjacent excavation in relevant engineering projects.