Soil erosion changes over the past five decades in the red soil region of Southern China

This paper reports the dynamic changes of soil and water loss in the red soil region of Southern China since the 1950s. The red soil region covers eight provinces: Jiangxi, Zhejiang, Fujian, Anhui, Hubei, Hunan, Guangdong and Hainan. From the 1950s to 1986, the annual rate of soil erosion increased by 3.4%. From 1986 to 1996 and from 1996 to 2000, the annual rates of soil erosion decreased by 2.0% and 0.32%, respectively. Field surveys showed that from 2000 to 2005, the area of soil and water loss decreased annually by 1.2%. This decrease was a result of large-scale erosion control activities across China. Although the eroded soil has been restored, the restoration process is very slow and full restoration will take a long time. Our report suggests that controlling soil and water loss is a challenging task, and additional measures must be taken to effectively control the soil erosion in the red soil region.     

T17断块岩性地层油气藏高效勘探开发模式研究

断陷湖盆缓坡带是油气运移的优势指向区,具备形成岩性地层油气藏的优越条件.本文采用地球物理技术与石油地质分析相结合的方法,分析了T17断块岩性地层油气藏的地质特征与油气展布规律,认为：（1）油气成藏受不整合面、岩性及构造因素综合控制;(2)单个含油砂体的油层在上倾部位受储层超覆尖灭线控制,下倾方向受油水界面控制;(3)多个含油砂体叠和构成了岩性地层油气聚集区带,整个区带油气层纵向上呈阶梯状产出,平面上由构造低部位向构造高部位呈条带状展布.据此,总结该区油气藏的高效勘探开发模式,并应用到该断块的勘探开发实践中,取得了较好的效果.     

Short- and long-term sediment transport in western Bohai Bay and coastal areas

Sediment cores (∼40–100 cm) were collected at 12 locations in the western Bohai Bay, the Haihe River estuary, the Yongding River estuary and the Tianjin Harbor, China, during 24–26 July 2007, and analyzed for ⁷Be and ²¹⁰Pb activities. Due to localized hydrodynamic patterns and frequent disturbance from dredging activities, steady-state sedimentation features were not observed in this study. As demonstrated in the ⁷Be and ²¹⁰Pb profiles, the temporal and spatial variations of these radionuclides support a non-steady state depositional environment in the study area. By comparing ⁷Be and ²¹⁰Pb inventories in the sediments with those of the atmospheric source, we found that: 1) sediments dredged from the Tianjin Harbor or eroded from nearby estuarine and coastal areas are retained in the western Bohai Bay for relatively short intervals (several months), as reflected in the relatively high ⁷Be inventories in the western Bohai Bay; 2) over the long-term (years to decades), ²¹⁰Pb inventories in the sediments imply that there is a net on-shore transport of sediments, and the sediments are mass-balanced in the entire study area. Overall, our results suggest that the sediments are retained in the estuaries and the western Bohai Bay despite local variability in sediment dynamics and disturbance due to human activities.     

孔隙介质毛细滞回简化模型研究

土-水特征曲线的研究是非饱和孔隙介质研究的重要部分。完整的土-水特征曲线包括初始脱湿曲线（IDC）、主吸湿线(MWC)和主脱湿线(MDC)3部分。传统的土-水特征曲线实验需要花费较长的时间和精力。以文献中的试验数据为依据,对非饱和土土-水特征关系和岩石的汞注入抽出试验的滞回现象进行了深入研究,提出一个经验模型来模拟MDC曲线。如果已根据试验得到了孔隙介质的IDC和MWC,此模型只需要一个参数,即可得到增量形式的MDC。通过与试验结果相比较,验证了模型对MDC模拟的有效性。     

盾构隧道推进对邻近地下管线影响的物理模型试验研究

以上海地铁11号线某区间盾构工程为背景,采用相似物理模型试验研究盾构隧道开挖对上方垂直于隧道轴线的地下管线的影响,并将试验结果与数值解对比。采用量纲分析法推导出文中模型试验的相似准则,并基于该相似准则设计出盾构机和隧道模型,分别通过管线刚度试验和模糊数学综合评判方法选定模型管线和配制相似土材料。研究结果表明,自主开发的半自动盾构掘进装置能较好地模拟盾构的开挖过程,较人工开挖扰动更小;下方盾构隧道开挖使管线产生的竖向变形关于隧道轴线呈对称分布,其形态符合高斯曲线的特征,最大竖向变形位于隧道轴线正上方处,竖向变形反弯点出现在与隧道轴线水平距离约一倍隧道直径的位置处;隧道开挖对管线的影响范围随管隧间距的增加而减小,管线竖向变形曲线的反弯点位置随管隧垂直间距的增大而有所内移;管线刚度对管线竖向变形的影响相对较小。     

Application of singular spectrum analysis to identify the degrading structure using deteriorating distributed element model

Reinforced concrete structure may exhibit significant inelastic hysteretic behavior when subject to strong earthquake excitation. To investigate such an inelastic behavior, in this study, a new system identification technique is applied by using the deteriorating distributed element (DDE) model to simulate the hysteretic behavior of a degrading structure. Through the advanced signal processing technique, the multiple singular spectrum analysis (SSA) and the nonlinear SSA, the recorded inelastic restoring force of a deteriorating structure can be decomposed into several independent additive components in its sequentially degrading order and with decreasing weight. With each decomposed hysteresis loop, the model parameters of the DDE model are identified. The evolutionary properties of the progressive stiffness degradation behavior of reinforced concrete structure can be observed from the identified model parameters. Finally, comparison on the physical properties of the identified DDE model with respect to the seismic response data of the deteriorating structure is also discussed. The result shows that the proposed identification technique can have a good estimation on the seismic behavior of the degrading structure. Copyright © 2012 John Wiley & Sons, Ltd.     

干旱区绿洲生态脆弱性评价方法及应用研究——以吐鲁番绿洲为例

依据干旱区绿洲生态环境特点,建立了完整的生态脆弱性评价指标体系。结合GIS和遥感技术,分别从生态压力、生态敏感度和生态稳定度3方面对研究区生态脆弱性进行分析,并运用综合指数法、层次分析法得出综合评价结果。结果表明,研究区80%以上的区域已达到中度脆弱级别,近1/6的区域为重度脆弱区,在分布上呈现从东向西明显增加的特点。生态脆弱性表现出了显著的土地利用效应,随着脆弱度等级的增加,荒漠化面积所占比例大幅度提高。进行荒漠化治理、保证生态用水是吐鲁番绿洲生态建设的关键。     

基于暗原色的航空遥感影像薄雾去除与改进

本文对航空遥感影像的薄雾进行了研究,根据雾图像成像模型和基于暗原色先验知识,结合图像对比度的自适应调整,提出了一种对航空遥感影像薄雾去除的改进算法。采用数字航空相机DSS439获取的不同地物特征类型的应急遥感影像进行去雾实验,并对实验结果进行分析、比较与评价,验证了该方法的正确性和有效性。     

瞬时单位线法在浙江省应用的几个问题研究

纳希瞬时单位线在浙江省地区得到应用,为了使该方法适用于该地区,需要对其中的模型参数和非线性外延控制两个问题进行研究。通过对瞬时单位线法中n和K参数作用的研究分析,结合浙江省地区的实际情况,研究出按照流域面积大小分级取用n值的关系;同时通过对浙江省地区实际水雨情进行计算分析,得出临界雨强控制在30～40mm/h在浙江省地区是合理的。该成果为纳希瞬时单位线在浙江省地区的使用提供了参考依据。