长三角城市群重心移动及其驱动因素研究   总被引：13，自引：2，他引：11  

陈志刚  王青  黄贤金  彭补拙 《地理科学》2007,27(4):457-462

长三角城市群在整个中国的区域发展战略中具有十分重要的地位,为深入把握这一地区发展的空间变化态势、更好地指导长三角地区的发展实际,在测算和分析1994～2004年间长三角城市群重心位置及其变化趋势的基础上,深入探讨了近些年长三角城市群重心移动的驱动因素。结果显示,1994年以来,长三角地区的城市群重心向西北方向移动了超过20 km,重心所在位置由苏州和嘉兴的交界处移至苏州市中心附近。而从其变化的趋势来看,未来的城市群重心仍将偏向西北方向,落到苏州和无锡的交界地带。这种态势的出现主要是由于长三角内部各城市受到其自然和区位条件、经济发展以及社会环境等诸多因素的影响,使得其发展呈现出一定的差异性,进而驱动了各城市不同程度的发展及其在整个长三角地区地位的转变,并最终致使城市群重心向自然区位条件优越、经济社会发展较快的西北方向移动。  相似文献   

冻结-冻融过程中水分运移机理   总被引：12，自引：1，他引：11  

荆继红  韩双平  王新忠  白铭 《地球学报》2007,28(1):50-54

为研究冻结-冻融过程中水分运移机理,在天山北麓平原通过人为控制潜水不同埋深条件下的模拟试验和田间土壤水分运移观测试验,分析了土壤水势分布和土壤含水量分布特征,发现冻结过程不同潜水埋深条件下的土壤水分运移机理、土壤水与潜水之间的相互转化关系有明显差异.在冻结过程中,潜水浅埋条件下,冻结层下界面与潜水面之间土壤水分运移状态呈上渗型,土壤水向冻结层下界面处运移、积累,同时引起潜水蒸发损耗使潜水位下降,表现出地下水向土壤水转化的基本特征.潜水深埋区,土壤水分运移状态呈上渗-入渗型,同样土壤水向冻结层下界面处运移、积累,同时潜水得到一定的入渗补给并使潜水位上升,表现为土壤水向地下水转化的特征.冻融过程中对于不同潜水埋深,由原来各自的土壤水分运移状态均逐渐转变为入渗型,形成潜水入渗补给,表现为土壤水向地下水转化的特征.冻融期是土壤水资源、地下水资源形成的重要时期,对于干旱少雨的西北地区而言,冻融水的形成、运移和入渗补给地下水具有重要的生态环境意义.  相似文献   

大巴山前陆西段叠加构造变形分析及其构造应力场特征   总被引：9，自引：4，他引：5  

施炜董树文  胡健民张忠义 刘刚 《地质学报》2007,81(10):1314-1327

大巴山前陆西段发育典型的横跨叠加褶皱,清楚地记录了自身构造演化历史,为查明大巴山前陆构造体制转换提供了非常有利的条件。本文通过野外褶皱形态分析,结合层面和断层面滑动矢量的观测,获得大巴山前陆西段中生代主要的两期挤压构造应力场,即早期(T3—J1)的构造应力场以近南北向挤压为主,大巴山地区受其控制,发生近东西向展布褶皱变形,这期构造变形与印支运动有关;晚期,即J3—K1期间,大巴山构造体制发生重大转变,本区构造应力场由近南北挤压转变为近东西向强烈挤压,大巴山发生强烈构造变形,大巴山推覆构造带以断裂活动为主,镇巴—城口—房县断裂带强烈向大巴山前陆逆掩。而大巴山前陆则以强烈的近南北向延伸的褶皱变形为主,早期近东西向褶皱遭受强烈改造,形成大巴山前陆西段较为典型的横跨叠加褶皱构造。这期构造变形是燕山运动早期活动的结果。大巴山叠加变形的研究不仅为研究中国盆—山系统变形特征提供了具体例证,而且对大巴山前陆油气勘探起重要指导作用。  相似文献   

Characterising deep vadose zone water movement and solute transport under typical irrigated cropland in the North China Plain          下载免费PDF全文

Leilei Min  Yanjun Shen  Hongwei Pei  Bingdan Jing 《水文研究》2017,31(7):1498-1509

Understanding the dynamics and mechanisms of soil water movement and solute transport is essential for accurately estimating recharge rates and evaluating the impacts of agricultural activities on groundwater resources. In a thick vadose zone (0–15 m) under irrigated cropland in the piedmont region of the North China Plain, soil water content, matric potential, and solute concentrations were measured. Based on these data, the dynamics of soil water and solutes were analysed to investigate the mechanisms of soil water and solute transport. The study showed that the 0–15‐m vadose zone can be divided into three layers: an infiltration and evaporation layer (0–2 m), an unsteady infiltration layer (2–6 m), and a quasi‐steady infiltration layer (6–15 m). The chloride, nitrate, and sulphate concentrations all showed greater variations in the upper soil layer (0–1 m) compared to values in the deep vadose zone (below 2 m). The average concentrations of these three anions in the deep vadose zone varied insignificantly with depth and approached values of 125, 242, and 116 mg/L. The accumulated chloride, sulphate, and nitrate were 2,179 ± 113, 1,760 ± 383, and 4,074 ± 421 kg/ha, respectively. The soil water potential and solute concentrations indicated that uniform flow and preferential flow both occurred in the deep vadose zone, and uniform flow was the dominant mechanism of soil water movement in this study. The piston‐like flow velocity of solute transport was 1.14 m per year, and the average value of calculated leached nitrate nitrogen was 107 kg/ha?year below the root zone. The results can be used to better understand recharge processes and improve groundwater resources management.  相似文献   

Slump debris flows in the Akovolwo Mountains area of Benue State,Nigeria     

C. S. Nwajide  C. O. Okagbue  A. C. Umeji 《Natural Hazards》1988,1(2):145-154

In September 1979, rain-induced complex landslides occurred in two separate localities along the slopes of the Akovolwo Mountains near Jato-Aka in the Kwande Local Government area of Benue State, Nigeria.The two movements developed on bedrock slopes covered by a veneer of colluvium and (or) residuum no more than 1.5 to 2m deep. Each started as a slump and graduated into a debris flow. The slump, extending downhill a short distance away from the head scarp, had been reconstituted into a debris flow as the initial movement (sliding movement) of the soil mass caused remoulding of the saturated moving mass into viscous debris-laden mud. The resulting mass moved partly along a pre-existing mountain stream channel and partly along a fresh channel it cleared in the savanna forest. At the break of slope, the mass of boulders was dumped and a trail of smaller fragments littered the channels towards the Katsina-Ala River.  相似文献   

抚河中游地区几个地貌第四纪地质问题   总被引：1，自引：0，他引：1  

张金城 《华东地质学院学报》1989,12(3):43-46

  相似文献   

热流测量中垂向地下水运动干扰的校正方法   总被引：2，自引：0，他引：2       下载免费PDF全文

胡圣标  熊亮萍 《地质科学》1994,29(1):85-92

本文提出了一种地表热流测量中垂向地下水干扰的校正方法。并以江西萍乡和福建安溪的二个钻孔为例,说明了热流校正的具体过程。由于地下水对流传热的影响,垂向地下水渗透层内温度和热流随深度均呈指数分布。通过对钻孔测温数据的一维垂向Peclet数分析,可以确定渗透层内传导和对流热流分量以及热流的构成,从而得到未受地下水对流干扰的区域背景热流。这一方法不仅适用于渗透率结构均一的介质,也可用于水平层状介质。  相似文献   

滇中郝家河砂岩铜矿的地球化学及其成因意义   总被引：1，自引：0，他引：1  

秦德先  马宏 《地质论评》1994,40(2):183-192

本文论术字滇中生代地层与矿区及春外围马头山组中铜的时空分布与迁移富集规律，揭示了矿床的沉积－后期叠加改造成因。成矿作用经历了同生沉积形成矿源层，后期叠加改造形成矿体的过程。后期改造中铜元素发生了大量迁移，矿质主要来自矿体之下伏紫色矿源层。  相似文献   

Dynamics of fluvial and slope processes in the changing geomorphic environment of singapore     

Kalyani Chatterjea 《地球表面变化过程与地形》1994,19(7):585-607

The nature and rates of fluvial and slope processes change over time and space as urbanized areas replace forested land in Singapore. Storm-based and time-based data, from undisturbed rainforests, heavily disturbed construction sites, urban grass-covered slopes and an experimental plot, are collected to observe the impact of rainwater on the soil moisture conditions, surface microtopography, runoff generation, sediment movement, and ground lowering in the three different categories of land use. The undisturbed forested environment is characterized by high throughfall (58% of total rainfall) and frequent negative soil moisture suctions. The slow and unconcentrated overland flow during heavy storms is restricted by the forest floor microtopography. No rills develop. Ground lowering is recorded as 3·2–3·4 mm a^?1. But sediment movement is episodic and suspended sediment concentrations in overland flow are 172–222 mg l^?1. During urban construction, gully development is rapid on the bare slopes, runoff generation, voluminous, and sediment-laden discharges (5200–75498 mg l^?1) lead to sediment plumes at channel mouths. Ground lowering rates are measured at 132·4 mm a^?1. Once grass-covered, runoff carries less suspended sediment (800 mg l^?1) and ground lowering rates are reduced, but depend on the condition of the cover, ranging from 0·2 to 8·2 mm a^?1. As urban development continues, environments are altered both in time as well as spatially.  相似文献   

水网区区域水位模型及其应用   总被引：1，自引：0，他引：1       下载免费PDF全文

宋克强  王兴祥 《水科学进展》1995,6(3):205-210

水网区在宏观尺度上可被视为一种连续介质,可用水在多孔介质中的运动来比拟水网中水的运动.在这种概化条件下,推求出水网区水体运动的表述方法.利用这一方法建立的太湖水网区区域水位模型,与实际情况相比,获得了较好的效果.  相似文献