基于ArcGIS图解建模的水系自动提取研究

以DEM数据为基础,根据水系自动提取原理和过程,利用ArcGIS模型生成器构造水系自动提取的图解模型,依次实现洼地填充、水流方向计算、汇流累积量计算、矢量河网的生成,从而完成自然水系的一步提取.     

快速城市化背景下的西安市城市水资源安全问题研究

快速城市化为城市发展带来巨大的推动力,但同时也使得城市水资源面对巨大的挑战。本文从水资源安全形势出发,在分析了城市化与水资源安全相互关系的基础上,对西安水资源安全进行测度,结果显示西安在城市化进程中存在水资源安全问题,最后提出解决问题的对策。     

面临21世纪的中国水资源问题

新中国成立后,水利建设成绩巨大,面临２１世纪,中国水资源的除害兴利,出现了一些新情况和新问题;我国是缺水严重的国家,工农业和城市生活都缺水,而用水十分浪费,水污染很严重;我国又是洪水灾害频发的国家,因此迫切需要组织多学科研究水利建设的新战略;将建立节水型社会作为基本国策,防治江河洪水灾害。     

Water and power in Santiago de Chile: Socio-spatial segregation through network integration

The analysis of the history of the management and distribution of electricity, water and sanitation networks in Santiago de Chile throws light on a problem which is central to thinking on the relationship between urban services management and territorial splintering: what is the impact of urban policy, in particular housing policy and urban planning, on access to services and on the potential levels of social segregation and institutional splintering of metropolises?The Chilean example is eminently anchored in its political and institutional history. We shall see, for example, that the authoritarian urban policy of the military government, associated with early liberal reform, enabled the improvement of access to networks in every municipality of the Greater Santiago area. However, this success, leading to the integration by urban services of a large territory, does not signify that networks remained neutral as regards the process of spatial segregation. Inversely, we can defend the theory that the presence of an integrated service was a necessary condition and a reinforcing factor of the process of urban spread and residential segregation. This paradoxical argument is a result of the ambivalent liberal network and urban policies of the military government. Urban expansion was largely sustained by the development of integrated infrastructures and universal services. The processes of liberalising land and urban services were mutually sustaining and provided the necessary conditions for the birth of an extremely intense movement of urban sprawl and segregation between 1985 and 2000.     

Probability of scour depth exceedance owing to hydrologic uncertainty

The average risk of a bridge over water in the USA collapsing from scour during its 75 years design life is estimated at 3.7×10^?3. This risk makes scour of foundations the number one cause of bridge collapse and 3 times larger than the next cause of bridge collapse, which is collisions. The current paper presents a site specific method to estimate the probability that a certain scour depth will be exceeded during the life of a bridge. The methodology is limited to some uncertainties associated with the randomness of hydrologic conditions. It does not include uncertainties associated with other input parameters, such as geometry and soil erodibility or uncertainties associated with the scour prediction model. The SRICOS–EFA method is used as the reference method to predict the scour depth. This method requires three inputs: the hydraulic parameters (e.g. velocity hydrograph), the geometry parameters (e.g. pier size) and the soil erodibility parameters (e.g. erosion function). The input is used together with the program to generate the scour depth versus time over the period of interest. The final scour depth is that reached at the end of the specified period. This paper proposes a probabilistic framework to present the final scour depth as a cumulative density function. The cumulative density function of the flow is sampled randomly to give a future hydrograph, which has the same mean and standard deviation as the original hydrograph. For this synthetic hydrograph a final scour depth is obtained by using SRICOS–EFA. Thousands of equally likely hydrographs are generated and the corresponding final scour depths are organized in a distribution. That final scour depth distribution gives the probability that a chosen scour depth will be exceeded.     

Atmospheric sulfur deposition and streamwater quality in Finland

The correlation between sulfate concentrations in Finnish headwater streams and atmospheric sulfate deposition has been studied by using data from the streamwater chemistry in August–September 1990 and computed S deposition from the anthropogenic emissions. The sulfate concentrations and acidity in water are interpolated and smoothed into a deposition model grid. These data are compared with geological and pedogeochemical (glacial till) background information. The areas where the streamwater SO₄ concentrations are mainly controlled by either anthropogenic S deposition or sulfur in till is estimated by applying the fuzzy Gustafsson-Kessel algorithm, which provides a soft clustering suitable for overlapping control factors. Residual areas can be well explained by the SO₄-rich Littorina clay deposits. The higher overall background SO₄ concentrations in streams in south Finland compared with central and northern Finland are an indisputable consequence of the heavier S deposition load in the south. However, anthropogenic sulfur deposition has a clear correlation with the sulfates in streamwaters only in northeastern Lapland impacted by the large industrial emissions in the Kola Peninsula. The secondary sulfide and sulfate minerals of marine Littorina sediments are dominating sources in the broad coastal belts, as are the primary sulfide minerals locally in the Pori-Vammala area, at the eastern end of the main sulfide ore belt between Lake Ladoga and the Gulf of Bothnia, in the Outokumpu area, and in the Peräpohja and central Lapland schist belts. Consequently, in addition to the anthropogenic deposition, there are natural sources of sulfur which cause acidity of streamwaters.     

修正的内梅罗指数法及其在城市地下饮用水源地水质评价中的应用

为了克服内梅罗指数法和平均指数法存在的不足,对内梅罗指数法进行了修正。将公式中的算术平均修改为加权平均,各评价指标的权重是根据污染因子的危害性与该污染因子的排放标准呈反比例关系来确定的。并将修正后的公式用于西安市地下饮用水源地的水质评价中。结果表明,改进后的方法更能客观地评价水质状况,既突出了最大污染因子,又增强了危害性较强因子的作用,是合理的。     

山东省聊城市水资源演变形势初步探讨

以地处华北平原的缺水城市——聊城市为代表,从降水、地表水资源、地下水资源分析了该市水资源演变情势,对影响水资源变化情势的主要人类活动如城市化、水利工程拦蓄、调、引水、地下水开采等进行分析,最后得出结论：由于人类活动对区域水资源下垫面基础条件及地下水补给能力的影响改变,致使聊城市地表水,地下水资源的数量、质量及时空分布规律发生了显著变化。     

遵义市岩溶地下水环境的空间信息统计组合分析

应用空间信息统计分析理论与方法来分析遵义市岩溶地下水环境,对遵义市城区岩溶地下水中的硫酸盐(SO42-)、氨氮(NH4+)、亚硝酸盐(NO2-)、硝酸盐(NO3-)等离子作克里格(Kriging)估值等值线图,并根据等值线图对4种离子的空间分布特征及范围、空间变化规律进行分析评价。     

Geochemistry and potential use of groundwater in the Rocca Busambra area (Sicily, Italy)

In the Rocca Busambra area (mid-west Sicily, Italy), from November 1999 to July 2002, 23 water points including wells and springs were sampled and studied for their chemical and isotopic compositions. Two rain gauges were also installed at different altitudes, and rainwater was collected monthly to determine the isotopic composition. The obtained results revealed the Rocca Busambra carbonate complex as being the main recharge area on account of its high permeability value. From a chemical view point, two main groups of water can be distinguished: calcium–magnesium–bicarbonate-type and calcium–magnesium–chloride–sulphate-type waters. The first group reflects the dissolution of the carbonate rocks; the second group probably originates from circulation within flyschoid sediments. Three water wells differ from the other samples due to their relatively high Na and K content, which probably is to be referred to a marked interaction with the “Calcareniti di Corleone” formation, which is rich in glauconite [(K, Na)(Fe³⁺, Al, Mg)₂(Si, Al)₄O₁₀(OH)₂]. In accordance with WHO guidelines for drinking water (2004), almost all the samples collected can be considered drinkable, with the exception of four of them, whose NO₃ ⁻, F⁻ and Na⁺ contents exceed the limits. On the contrary, the sampled groundwater studied is basically suitable for irrigation.