干旱半干旱地区农田土壤NO3-N深层积累及其影响因素   总被引：7，自引：0，他引：7  

郭胜利  张文菊  党廷辉  吴金水  郝明德 《地球科学进展》2003,18(4):584-591

以长期试验资料为基础,着重分析了干旱半干旱地区农田系统中施肥、作物、降水、耕作措施以及土壤类型和特性对产生土壤NO3-N深层积累的影响.分析发现,氮肥的过量施用和400～800 mm降水量偏低是导致干旱半干旱地区土壤NO3-N积累在100～300 cm土层的主要因素.随着氮肥用量的增加,NO3-N深层积累显著增加;氮磷配施有助于降低其积累量.不同作物对氮素的吸收利用效率也是影响NO3-N深层积累的因素,作物之间的轮作方式会有效降低NO3-N深层积累;休闲期种植合理植物可有效降低NO3-N深层积累.NO3-N深层积累主要产生在质地较重的土壤上,带正电荷粘土矿物对NO3-N吸附是导致热带土壤中NO3-N积累的主要因素.深入研究深层积累NO3-N的生物有效性、迁移变化机理、与作物根系之间的关系以及对土壤性状和环境的影响具有重要意义.  相似文献   

湖泊水下扇沉积特征及影响因素--以伊通盆地莫里青断陷双阳组为例   总被引：38，自引：8，他引：38  

刘招君 《沉积学报》2003,21(1):148-154

伊通盆地莫里青断陷始新统双阳组发育典型的湖泊水下扇体。根据岩心、测井和地震资料 ,并结合粒度分析等方法 ,将其划分为内扇、中扇和外扇亚相及某干微相。影响水下扇形成和分布的主要因素是 :同生断裂的活动造就了陡坡地形 ,其幕式活动成为水下扇形成的触发机制 ;阵发型水下扇主要发育在陡坡带 ,稳定型水下扇主要发育在扇三角洲的前端 ,气候因素也为稳定型水下扇形成创造了物源条件 ;基准面升降影响着水下扇的相序特征 ,低水位体系域和水退体系域易形成推进型水下扇 ,水进体系域易形成退缩型水下扇 ;半深湖 -深湖的滞水条件是水下扇得以保存的前提。统计结果表明本区获工业油气流的井主要集中在中扇 ,其中辫状水道微相最为富集。  相似文献   

辽河盆地东部凹陷热历史及构造—热演化特征   总被引：9，自引：5，他引：9  

王永新  汪集旸  胡圣标 《地质科学》2003,38(2):214-220

根据辽河盆地东部凹陷大地热流测量和镜质体反射率数据,恢复了该区的热历史,结果表明:东部凹陷热流呈现古热流高现今热流低的变化特征,沙河街组三段沉积期到东营组沉积期(距今43～25Ma)盆地热流为66～82mWm²,现今热流值为47～70mWm²。构造沉降史分析显示,盆地经历了早期的裂谷阶段(距今43～25Ma)和后期的热沉降阶段,裂谷阶段包含了两个裂谷亚旋回。盆地现今较低的大地热流和较高的古热流及典型的裂谷型构造沉降样式为东部凹陷的构造—热演化提供了重要认识。  相似文献   

黑龙江省东部残留盆地群构造演化特征及其油气勘探意义   总被引：15，自引：3，他引：15  

曹成润  郑庆道 《吉林大学学报(地球科学版)》2003,33(2):167-172

由牡丹江断裂、敦-密断裂、依-舒断裂和大和镇断裂所控制的中新生代盆地群是东北地区重要的合煤、含油气盆地。该盆地群的中新生代成盆过程以脆性伸展为主，发育断陷或裂陷层序，而坳陷层序(热沉降层序)不发育。古构造发育史、盆地沉降史和伸展史研究表明，研究区盆地群普遍经历了早期快速沉降(断陷期)-盆地衰减、抬升剥蚀-后期快速沉降-稳定衰减(或抬升剥蚀)。区内的成盆与构造演化过程分为涉及全区的中生代陆缘断陷期(J3-K1)、第一构造反转期(K2-E1)、新生代陆内裂陷期(E2-E3)和第二构造反转期(N)4个阶段，反映了两大盆地构造演化旋回。构造演化特征一方面为油气的多期成藏提供了盆地动力学条件，另一方面改造或破坏动、静态地质要素的时空分布及其匹配关系。  相似文献   

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   

Flood Damage Reduction Program (FDRP) in Québec: Case Study of the Chaudiére River     

Esther Roy  Jean Rousselle  Jacinthe Lacroix 《Natural Hazards》2003,28(2-3):387-405

This study presents the evolution of agreements between the governments of Canadaand Québec on flood damage reduction. In Québec, the implementation of a regulation about building in floodplains came about in 1983–1984. Today, this regulation takes the form of a policy called ``Policy of shores, littoral and floodplain protection'. Municipalities must adopt rules that concur with the principles of this policy.The Chaudiére River basin was selected for analysis of urban developmentduring the period following the application of building rules in flood-risk areas.Despite the ban on building in the strong current zone (0–20 year return periodflood zone), many buildings, essentially residential, have been erected in thiszone. These new constructions generally account for a low percentage of thetotal property value in the 0–100 year flooding area, but are legal since theyare connected to a water and sewage network that existed prior to the officialfloodplain regulation.Flood damage along the Chaudiére River will tend to increase for two reasons.Firstly, while respecting the policy mentioned above, sites are still available infloodplains for future development. Secondly, no structural flood protection workshave been erected in view of the fact they are only marginally profitable from anbenefit-cost point of view.  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   

冀鲁豫交界区地下流体模糊熵值的变化与地震的关系   总被引：3，自引：0，他引：3  

郭德科  赵卫红  李炳文 《地震研究》2003,26(1):80-85

采用概率化预处理方法，把冀鲁豫交界区地下流体多种观测项目的观测值转化为概率值时间序列，然后计算其模糊从属函数。在此基础上计算该区地下流体构成的信息源系统的模糊熵值，分析了模糊熵值变化与1983年山东菏泽Ms 5.9地震和1985年河北任县Ms5.0地震的关系。结果显示，在这两次中强地震前分别有明显的减熵异常过程，并且一次比一次明显，中强地震都发生在低熵值处，震后恢复到高熵值的变化过程。这可能反映了地下流体构成的信息源系统在地震孕育和发生过程中的减熵有序变化。通过研究认为，该区模糊熵值减到0.907为发震前兆异常警戒线，并且离中强地震发生的时间越近，减熵过程越大；震级越大，减熵过程越明显，减熵时间越长。  相似文献   

集对分析及其在城市地面沉降研究中的应用   总被引：5，自引：0，他引：5  

龚士良 《上海国土资源》1997,(4):43-47

集对分析是处理本确定性问题的理论,认为在一系统中不确定性与确定性互相联系、影响、制约,并在一定条件下互相转化,用联系度及其数学表达式统一描述系统的各种不确定性,由此实现系统调控的辅助决策。本文应用集对分析理论与方法剖析了上海地面沉降问题,探讨了社会需求、资源状况、地质环境三者间的制约关系,并以此提出城市地面沉降系统调控的对策与途径。  相似文献