Effects of Watershed Land Use and Lake Morphometry on the Trophic State of Chinese Lakes: Implications for Eutrophication Control   总被引：1，自引：0，他引：1  

Wenzhi Liu  Quanfa Zhang  Guihua Liu 《洁净——土壤、空气、水》2011,39(1):35-42

Water quality in lakes is influenced by a large number of watershed and lake characteristics. In this study, we examined the relative effects of watershed land use and lake morphology on the trophic state of 19 lakes in the Yunnan plateau and lower Yangtze floodplain, the two most eutrophic regions in China. Trophic state parameters consisted of total nitrogen, total phosphorus, chemical oxygen demand, chlorophyll‐a, Secchi depth, and trophic state index, while lake morphometric variables included area, maximum depth, mean depth, water residence time (WRT), volume, and length to width ratio. Percentages of forest, grassland, cropland, unused land, built‐up land, and water body in each lake's watershed were extracted from a land use map interpreted from Landsat TM images. A t‐test indicated that lower Yangtze floodplain lakes were shallower and had higher percentages of cropland and built‐up land in watersheds than Yunnan plateau lakes. Pearson's correlation analysis indicated that both watershed land use and lake morphometric variables were significantly related to most of the trophic state parameters. However, stepwise regression analyses demonstrated that the trophic state of the lower Yangtze floodplain lakes was mainly controlled by the percentages of cropland and built‐up land in watersheds, while that of Yunnan plateau lakes was mostly determined by the lake depth and WRT. These results suggest that the relative effects of watershed land use and lake morphology on lake trophic state are dependent on the lake's location. This study can provide some useful information in watershed land use management for controlling eutrophication in Chinese lakes.  相似文献   

A wetting and drying algorithm with a combined pressure/free-surface formulation for non-hydrostatic models     

S.W. Funke  C.C. Pain  S.C. Kramer  M.D. Piggott 《Advances in water resources》2011,34(11):1483-1495

A wetting and drying method for free-surface problems for the three-dimensional, non-hydrostatic Navier–Stokes equations is proposed. The key idea is to use a horizontally fixed mesh and to apply different boundary conditions on the free-surface in wet and dry zones. In wet areas a combined pressure/free-surface kinematic boundary condition is applied, while in dry areas a positive water level and a no-normal flow boundary condition are enforced. In addition, vertical mesh movement is performed to accurately represent the free-surface motion. Non-physical flow in the remaining thin layer in dry areas is naturally prevented if a Manning–Strickler bottom drag is used. The treatment of the wetting and drying processes applied through the boundary condition yields great flexibility to the discretisation used. Specifically, a fully unstructured mesh with any finite element choice and implicit time discretisation method can be applied. The resulting method is mass conservative, stable and accurate. It is implemented within Fluidity-ICOM [1] and verified against several idealized test cases and a laboratory experiment of the Okushiri tsunami.  相似文献   

Study on the S-wave Splitting Characteristics in the Longtan Reservoir Area,Guangxi,China     

Shi Haixi  Zhao Cuiping 《中国地震研究》2011,25(2):213-226

In this paper,the shear wave splitting features of the Longtan reservoir area are studied by adopting the traditional cross-correlation coefficient method and polarization analysis,using the data recorded by the seismic network founded by a project under the National Science and Technology Pillar Program from April 2009 to April 2010.We found that most of polarization directions at seismic stations are consistent with the direction of the overall regional stress field,but local structures and faults may con...  相似文献   

结构抗震设计时程分析法的分析研究   总被引：1，自引：0，他引：1  

李建亮  赵晶  李福海  何玉林  亢川川 《四川地震》2011,(4):25-28

文章回顾了我国抗震设计规范的演变过程,将时程分析法与底部剪力法和振型分解反应谱法进行了对比,指出了时程分析法在抗震设计计算中的地位与作用,时程分析法是能够考虑地震动三要素、地震环境、结构的非线性和能量损耗及损伤的真正动力分析方法,是比底部剪力法和振型分解反应谱法更精确、更可靠、更合理的方法,不应仅仅作为补充计算的方法,...  相似文献   

Google地图应用之广东省地区JOPENS地震速报系统   总被引：1，自引：0，他引：1  

刘军  陈贵美 《华南地震》2011,31(3):41-49

利用Google公司提供的电子地图服务,以B/S结构(即浏览器和服务器结构)作为系统设计架构,监听JOPENS实时系统发送的地震触发消息,访问JOPENS数据库,根据广东省地区的监测要求,制定检索、筛选策略,获取地震详细信息,显示在浏览器网页上.采用Google地图的JOPENS地震速报系统可以使地震信息发布的显示内容...  相似文献   

JOPENS流服务与TDE-324系列地震数据采集器实时数据流接口程序的设计与实现   总被引：1，自引：0，他引：1  

吴永权  黄文辉 《华南地震》2011,31(3):50-59

JOPENS系统是为地震台网中心开发的数据处理软件系统,为使地震台站记录到的实时数据流能接入JOPENS系统处理,必须为数采开发对应的接口程序,用来接收地震台站数采的实时数据流.介绍了JOPENS的流服务与珠海泰德公司生产的TDE-324系列数采实时数据流接口的设计思想与实现过程,并对接口程序进行了故障处理能力试验检测...  相似文献   

太康4．7级地震前地震活动图像和趋势分析     

林眉  刘希强  郑建常  徐长朋  冀东普 《地震地磁观测与研究》2011,32(4):7-11

对苏、鲁、皖、豫交界地区地震活动进行研究,指出该区2006年10月-2010年10月出现一个长轴约230km的3级地震空区。该空区及附近地区存在多项中期异常,即ML≥3地震活动具有频度高、能量强,中等地震震中空间分布相对集中及低b值等。讨论认为,苏、鲁、皖、豫交界地区存在多项中期异常,与2004年10月24日太康4．7级地震的强度不匹配,未来具有发生中强以上地震的危险。  相似文献   

大跨径钢管混凝土拱桥减震控制装置参数的研究   总被引：1，自引：0，他引：1  

周锐  王浩  宗周红  陈政清 《地震学刊》2011,(5):535-541

大跨度桥梁结构的减震控制研究对于桥梁结构的抗震安全具有重要意义。本文以主跨368m的茅草街大桥为研究对象,基于ANSYS建立了该桥的三维有限元模型,并采用子空间迭代法分析了该桥的动力特性。在此基础上进行了大跨度钢管混凝土拱桥的地震响应及减震控制研究,重点进行了弹性连接装置和粘滞阻尼器减震效果的参数敏感性分析,并对比分析了不同位置布设减震装置时的效果。结果表明,纵飘振型对该桥肋纵向相对位移的贡献最大;弹性连接装置和阻尼器均能有效减小地震作用下该桥的肋梁纵向相对位移;综合考虑各关键部位的地震响应时,同时采用两类减震装置并将其分散布置时的减震效果最佳。结论可供大跨度中承式钢管混凝土系杆拱桥的抗震设计参考。  相似文献   

S波分裂在皖北地震中的研究应用     

曾宪军  童国林 《地震地磁观测与研究》2011,32(6):56-61

利用S波分裂方法的基本理论及计算方法,重点研究了皖北地区具有代表性的利辛张村附近周边地区25 km内,自1999年蒙城地震台数字化测震仪器正式记录以来至2010年9月,ML2.0及以上地方震的单台地震波形,利用有关S波分裂方法进行处理,得到该地区不同时段的S波的偏振方向及延迟时间,为皖北地区地震活动性研究及应力活动状态...  相似文献   

识别天然地震和人工爆破的判据选择   总被引：4，自引：4，他引：0  

王婷婷  边银菊 《地震地磁观测与研究》2011,32(6):62-67

从快速识别事件性质的要求出发,分析了天然地震和人工爆破的发震时间,P波初动方向,P波、S波振幅比值,P波、S波最大振幅与尾波持续时间比值等判据,得到P波初动方向和P最大振幅与S最大振幅比值是识别爆破和地震的两个有效判据,为研制“识别天然地震和人工爆破的分类决策支持系统”提供了应用依据.  相似文献