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101.
China has experienced unprecedented urbanization in the past decades, resulting in dramatic changes in the physical, limnological, and hydrological characteristics of lakes in urban landscapes. However, the spatiotemporal dynamics in distribution and abundance of urban lakes in China remain poorly understood. Here, we characterized the spatiotemporal change patterns of urban lakes in China’s major cities between 1990 and 2015 using remote-sensing data and landscape metrics. The results showed that the urban lake landscape patterns have experienced drastic changes over the past 25 years. The total surface area of the urban lakes has decreased by 17,620.02?ha, a decrease of 24.22%, with a significant increase in the landscape fragmentation and a reduction in shape complexity. We defined three lake-shrinkage types and found that vanishment was the most common lake-shrinkage pattern, followed by edge-shrinkage and tunneling in terms of lake area. Moreover, we also found that urban sprawl was the dominant driver of the lake shrinkage, accounting for 67.89% of the total area loss, and the transition from lakes to cropland was also an important factor (19.86%). This study has potential for providing critical baseline information for government decision-making in lake resources management and urban landscape design.  相似文献   
102.
柴达木盆地那棱格勒河尾闾盐湖(一里坪干盐滩、东台吉乃尔盐湖、西台吉乃尔盐湖和察尔汗盐湖别勒滩区段)赋存了我国目前最大的卤水锂矿床。那棱格勒河及其尾闾盐湖锂的物源仍存在一定争议,主要有围岩风化、古湖残留、含盐系地层淋滤、油田水、深部水等,目前缺乏有力的地球化学证据。本文系统采集了那棱格勒河流域及其尾闾盐湖不同水体样品16件,分析了其主、微量元素含量及锶、硫同位素组成。结合前人的研究成果,对区域水体中锂的来源进行了探讨,得出结论如下:那棱格勒河水锂含量(0. 45~0. 79 mg/L)比楚拉克阿拉干河支流(0. 00~0. 05 mg/L)高出一个数量级,其高锂含量主要受洪水河支流的补给;洪水河高锂含量与其上游热泉水的补给有关,该热泉水锂、锶含量高、 87 Sr/ 86 Sr比值偏高, δ 34 S值偏低,与青藏高原典型热泉水地球化学特征(锂含量0. 4~34. 8 mg/L,锶含量0. 07~4. 24 mg/L, 87 Sr/ 86 Sr比值0. 71224~0. 71259, δ 34 S值- 10. 6‰~7. 6‰)较一致。那棱格勒河水(0. 71170)和尾闾盐湖卤水(0. 71143~0. 71156)相似的 87 Sr/ 86 Sr比值,以及研究区河、湖水硫同位素组成符合主要蒸发浓缩过程 δ 34 S值逐渐下降的变化趋势,均证明研究区尾闾盐湖卤水锂资源主要受那棱格勒河的补给;而古湖残留水、盆地西部含盐系地层淋滤水或油田水具有明显不同的水化学特征和锶、硫同位素组成,这些水体对研究区尾闾盐湖锂补给的贡献较小,可忽略不计。  相似文献   
103.
Here we reconstruct the last advance to maximum limits and retreat of the Irish Sea Glacier (ISG), the only land-terminating ice lobe of the western British Irish Ice Sheet. A series of reverse bedrock slopes rendered proglacial lakes endemic, forming time-transgressive moraine- and bedrock-dammed basins that evolved with ice marginal retreat. Combining, for the first time on glacial sediments, optically stimulated luminescence (OSL) bleaching profiles for cobbles with single grain and small aliquot OSL measurements on sands, has produced a coherent chronology from these heterogeneously bleached samples. This chronology constrains what is globally an early build-up of ice during late Marine Isotope Stage 3 and Greenland Stadial (GS) 5, with ice margins reaching south Lancashire by 30 ± 1.2 ka, followed by a 120-km advance at 28.3 ± 1.4 ka reaching its 26.5 ± 1.1 ka maximum extent during GS-3. Early retreat during GS-3 reflects piracy of ice sources shared with the Irish-Sea Ice Stream (ISIS), starving the ISG. With ISG retreat, an opportunistic readvance of Welsh ice during GS-2 rode over the ISG moraines occupying the space vacated, with ice margins oscillating within a substantial glacial over-deepening. Our geomorphological chronosequence shows a glacial system forced by climate but mediated by piracy of ice sources shared with the ISIS, changing flow regimes and fronting environments.  相似文献   
104.
利用传统的气象站法, 结合空间统计学方法(普通克里金插值法), 对福建省晋江市2010—2014年40个自动气象站逐小时温度资料加以计算处理, 分析了晋江市年、季、昼夜热岛强度时空变化规律。(1)晋江市年、季、昼夜热岛强度都呈带状分布, 等值线呈西南-东北走向, 年、季、昼夜变化趋势显著, 北部热岛强度高于南部。五年间热岛强度持续增强, 但增幅不大, 增速放缓。(2)城市化水平的提高, 会导致热岛强度高值出现季节提前, 故旅游区秋冬季热岛强度高于春夏季, 中心城区和产业经济区夏秋季热岛强度高于冬春季。(3)晋江市热岛效应昼夜空间分布格局差异性大, 夜间热岛强度显著高于白天, 最低值出现在14—16时, 中心城区和产业经济区最低值出现时间较旅游区略推迟, 三个功能区的最高值均出现在凌晨。   相似文献   
105.
106.
107.
广州城市规划信息网中的Web GIS方案设计与应用   总被引:5,自引:0,他引:5  
本文介绍广州市城市规划局规划信息网的GIS信息发布系统建设方案,本方案采用ESRI公司IMS 2 .0作为GIS发布服务器端软件,建立基于CGI的Web GIS系统,使用户实现WWW交互。本文从系统的硬件要求与软件需求以及服务器端服务应用程序、Web页面的开发等方面阐述了系统的建立与应用。  相似文献   
108.
三峡水库汛期控制水位及运用条件   总被引:2,自引:2,他引:2       下载免费PDF全文
王俊  郭生练 《水科学进展》1990,31(4):473-480
随着长江上游梯级水库的陆续建成投运,三峡水库的水文情势和功能需求与设计条件相比发生了显著变化,仍维持固定的汛限水位运行已不能适应新形势需求。本文通过辨析三峡水库设计阶段汛限水位的设置条件,挖掘流域洪水特性和洪水遭遇规律,论证三峡水库汛期运行水位动态控制的可行性。结果表明:① 三峡水库设计推求的汛限水位145 m的适用条件是应对流域性大洪水,而流域性洪水发生概率小且特征明显,可以通过水文水情分析提前预判。② 根据流域洪水类型、洪水分期和遭遇规律,预判发生区域性大洪水时,三峡水库6月初至梅雨期结束汛限水位按145 m设置,从梅雨期结束后逐渐提高水位,8月20日后过渡到155 m。③ 在考虑上游水库群联合调度和气象水文预报的配合下,正常年份三峡水库汛期运行水位可在155 m上下浮动,并考虑提前蓄水。④ 三峡水库汛期运行水位动态控制,不会增加防洪风险和库区淤积风险,对中下游江湖关系和水文情势有利,可显著提高发电、航运、生态保护和供水等综合利用效益。  相似文献   
109.
Five years after the cessation of housing construction in a small urban catchment in Armidale, New South Wales, the stability of the channel bed and banks was investigated with the use of erosion pins. After eighteen months of monitoring, the rate of channel bank erosion was found to be 3.6 times greater than that of a nearby rural channel and the rate of knickpoint retreat was 2.4 times greater. There was, however, no evidence to suggest that the urban channel was inherently unstable, but that the increased rate of erosion was the product of changed runoff conditions associated with urban development. Both channels are considered to be in a state of equilibrium.  相似文献   
110.
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   
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