GPS-measured land subsidence in Ojiya City, Niigata Prefecture, Japan   总被引：1，自引：0，他引：1  

Hiroshi P. Sato  Kaoru Abe  Osamu Ootaki 《Engineering Geology》2003,67(3-4):379-390

Land subsidence caused by compression of clay layers in Ojiya City, Japan was measured by global positioning system (GPS) between 1 April 1996 and 31 December 1998.

Three baselines were selected in and around the city, and height difference on a WGS-84 ellipsoid was measured by GPS on each baseline. The ground at the GPS station in the city subsides and rebounds 7 cm every winter and spring, respectively. Measurement accuracy was 9.5 mm standard deviation. Ground water level was observed at a well near the GPS station. Regression analysis between total strain, calculated as ratio of the height difference displacement to the total thickness of the clay layers, and the layers' effective stress change with ground water level change gave good correlation. The slope of regression line 7.0×10⁻¹¹ m²/N was obtained as an average apparent coefficient of volume compressibility of the layers.  相似文献   

Land subsidence caused by groundwater exploitation in Suzhou City,China   总被引：10，自引：2，他引：10  

Chongxi Chen  Shunping Pei  Jiu Jiao 《Hydrogeology Journal》2003,11(2):275-287

Suzhou City, located at the lower reaches of the Yangtze River in southeastern Jiangsu Province, is one of the few cities in China which suffer from severe ground settlement. A research project was carried out to investigate this problem. Geological and hydrogeological studies show that there is a multi-layered aquifer system with three distinct, soft mud layers of marine and lagoonal origins. An examination of historical records of groundwater extraction, water levels, and ground settlement shows that the ground subsidence is associated with the continuously increasing groundwater extraction in the deep, confined aquifer. It is believed that the consolidation of the soft mud layers, especially the third layer which is thick and close to the main pumped aquifer, contributes to the ground settlement. A three-dimensional finite difference numerical model representing the multi-layered aquifer system was developed to study the ground settlement in response to groundwater extraction. By calibrating the model with both the measured groundwater level and ground settlement, the aquifer parameters were estimated. The model outputs fit reasonably well with the observed results, which indicates that the numerical model can reproduce the dynamic processes of both groundwater flow and soil consolidation. The hydraulic conductivity of the third mud layer near the center of the ground settlement has been reduced by over 30% in the last 14 years. The gradual deterioration in the hydraulic conductivity of the mud may have significant adverse effect on the sustainable groundwater resource of the deep confined aquifer, since the recharge from the shallow aquifers through the mud layer is the only source of water to the deep aquifer. An analysis of the spatial distributions of groundwater drawdown and ground settlement shows that the area with maximum drawdown is not necessarily the area with maximum ground settlement due to the occurrence of the soft mud layer. A simple reallocation in pumping rates on the basis of the spatial distribution of the thick mud layer could significantly reduce the ground settlement. Electronic Publication  相似文献   

Architecture of coastal and alluvial deposits in an extensional basin: the Carboniferous Joggins Formation of eastern Canada   总被引：1，自引：0，他引：1  

S. J. Davies  M. R. Gibling† 《Sedimentology》2003,50(3):415-439

Abstract The Joggins Formation was deposited in the Cumberland Basin, which experienced rapid mid‐Carboniferous subsidence on bounding faults. A 600 m measured section of coastal and alluvial plain strata comprises cycles tens to hundreds of metres thick. The cycles commence with coal and fossiliferous limestone/siltstone intervals, interpreted as widespread flooding events. These intervals are overlain by coarsening‐upward successions capped by planar‐based sandstone mounds, up to 100 m in width that represent the progradation of small, river‐generated delta lobes into a standing body of open water developed during transgression. The overlying strata contain sand‐rich heterolithic packages, 1–8 m thick, that are associated with channel bodies 2–3 m thick and 10–50 m wide. Drifted plant debris, Calamites groves and erect lycopsid trees are preserved within these predominantly green‐grey heterolithic sediments, which were deposited on a coastal wetland or deltaic plain traversed by channel systems. The cycles conclude with red siltstones, containing calcareous nodules, that are interbedded with thin sandstones and associated with both single‐storey channel bodies (1–1·5 m thick and 2–3 m wide) and larger, multistorey channels (3–6 m thick) with incised margins. Numerous channel bodies at the same level suggest that multiple‐channel, anastomosed river systems were developed on a well‐drained floodplain. Many minor flooding surfaces divide the strata into parasequences with dominantly progradational and aggradational stacking patterns. Multistorey channel bodies are relatively thin, fine grained and modestly incised, and palaeosols are immature and cumulative. The abundance and prominence of flooding surfaces suggests that base‐level rise was enhanced, whereas the lack of evidence for abrupt basinward stepping of facies belts, coupled with the absence of strong fluvial incision and mature palaeosols, suggests that base‐level fall was suppressed. These architectural features are considered to reflect a tectonic architectural signature, in accordance with the high‐subsidence basinal setting. Evidence for restricted marine influence and variation in floral assemblages suggests modulation by eustatic and climatic effects, although their relative importance is uncertain.  相似文献   

自动变形监测系统在地铁结构变形监测中的应用   总被引：11，自引：2，他引：11  

包欢徐忠阳  张良琚 《测绘学院学报》2003,20(2):103-105

介绍了以TCA自动化全站仪为基础组成的自动变形监测系统和广州地铁“非地铁施工时地铁结构变形监测”项目的现场方案及优化设计。实际应用表明，该系统稳定可靠，可以胜任地铁结构变形监测的工作。  相似文献   

对地观测小卫星的相位噪声分析与控制     

胡国军  李世忠吕源 张继年 《测绘学院学报》2003,20(3):157-160

结合传输型对地观测小卫星一体化设计的特点，介绍了一种用于对地观测小卫星系统的锁相接收机的-构成及原理，并对系统的相位噪声性能进行了详尽的分析，提出了对其相位噪声进行技术控制的方法。通过文中的分析与研究，消除了由于对地观测小卫星相位噪声所引起的系统误码率的恶化，提高了系统的可靠性，为下一步对地观测小卫星的发展与应用打下了良好的技术基础。  相似文献   

陕西省2002年气候影响评价   总被引：3，自引：0，他引：3  

肖科丽  雷向杰  田武文 《山西气象》2003,(3):35-38

通过对自动观测站与人工观测站各气象要素资料的对比分析，找出自动站观测资料与人工观测资料之间的差异，为自动站沿续观测资料的使用提供依据。  相似文献   

地下水"恒流式"单井综合观测方法     

蔡作馨  程庆斌  杨鼎鸿  邓宁 《地震》2003,23(1):109-114

以探索水位与水化学单井综合观测新方法为目的，建立了改性动水位概念，即恒定小流量状态下的井孔动水位。理论分析和实验表明，改性动水位与同一井孔对应的静水位之间相差一恒定水位落差。根据这一结果，可将观测得到的改性动水位值订正成相对应的静水位值。由此建立了以改性动水位和传统水化学为观测对象的“恒流式”单井综合观测方法，从而实现了静水位与传统水化学的单井综合观测。  相似文献   

丽江7.0级地震重力前兆模式研究<   总被引：10，自引：1，他引：10       下载免费PDF全文

申重阳  李辉  付广裕 《地震学报》2003,25(2):163-171

为了研究1996年丽江MＳ7.0地震前地震孕育过程或前兆表现，利用滇西地震实验场内高精度重复重力观测数据，结合地质调查和地球物理推断结果，并考虑到观测数据和模型粗差， 采用稳健或抗差-贝叶斯最小二乘算法和多断层位错模型，首次初步反演获得了研究区主要活动断裂滑动的时间变化分布．结果表明，1990～1997年断层运动的时间变化，较好地反映了1996年丽江MＳ7.0地震孕育过程．其主要前兆模式图象具有主震余震型特征，遵循地壳内部密度和地壳形变耦合运动模式（简称DD耦合运动模式）．   相似文献   

ADP数字地震前兆综合观测台网系统的设计     

周超  罗新恒  张哲  陈景华  曾令国  李川君 《地震地磁观测与研究》2003,24(2):18-26

介绍了ADP数字地震前兆综合观测台网系统的功能与结构。ADP系统已在广东省地震局连续运行，满足前兆台网综合化、数字化、自动网络化的要求。  相似文献   

非线性观测值函数的协方差和协因数传播及其权倒数   总被引：10，自引：1，他引：10  

刘国林  陶华学 《测绘工程》1997,6(2):8-16

将非线性观测值函数在其近似值处泰勒级数展开，取至二次项，得到线性－二次项形式。利用线性空间［Ｌ，Ｑ］＾Ｎ的概念和性质，将它表示成［α，β］的向量形式。定义广义协方差算子和广义协因数算子，导出了线性－二次项的非线性观测值函数的广义协方差和广义协因数传播律。在此基础上，给出了非线性平差值函数和未知数函数的权倒数公式。  相似文献