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771.
ABSTRACT: Customarily, it has been assumed that hydraulic conductivity is a stationary, homogeneous stochastic process with a finite variance for stochastic analysis of solute transport in the subsurface. That the distribution of hydraulic conductivity may have a fractal behavior with long range correlations was suggested from field data analyses. This motivates us to further investigate how the fractal behavior of permeability distribution impacts solute transport in porous media. This study provides longitudinal and transverse macrodispersivity coefficients and the variance of the solute concentration. Longitudinal and transverse macrodispersivity coefficients are found to depend strongly on the fractal dimension (D) of logarithmic hydraulic conductivity (logK). The longitudinal and transverse macrodispersivity coefficients are the highest when D = 1, and the values decrease monotonically to zero at D = 2. Both coefficients correspond to the characteristic length scale of the logK distribution, thus are scale dependent parameters. The ratio of the transverse to the longitudinal macrodispersivity coefficient is on the order of 10‐1 to 10‐4. Concentration variance also decreases with the fractal dimension of logK. There is no spatial spreading of solute for D = 2, and the concentration variance reaches zero for this case. 相似文献
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Jin‐Yong Choi Bernard A. Engel Suresh Muthukrishnan Jon Harbor 《Journal of the American Water Resources Association》2003,39(3):623-635
ABSTRACT: To adequately manage impacts of ongoing or future land use changes in a watershed, the magnitude of their hydrologic impacts needs to be assessed. A grid based daily streamflow model was calibrated with two years of observed streamflow data, using time periods when land use data are available and verified by comparison of model predictions with observed streamflow data. Streamflow data were separated into direct runoff and baseflow to estimate the impacts of urbanization on each hydrologic component. Analysis of the ratio between direct runoff and total runoff from 30 years of simulation results and the change in these ratios with urbanization shows that estimated annual direct runoff increased from 49.2 percent (1973) to 63.1 percent (1984) and 65.0 percent (1991), indicating the effects of urbanization are greater on direct runoff than on total runoff. The direct runoff ratio also varies with annual rainfall, with dry year ratios larger than those for wet years. This suggests that the impact of urbanization on areas that are sensitive to runoff ratios, such as stream ecosystems, might be more serious during drier years than in wetter years in terms of water quality and water yield. This indicates that sustainable base‐flow is important to maintaining sound stream ecosystems. 相似文献
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Jen‐Yang Lin Cheng‐Daw Hsieh 《Journal of the American Water Resources Association》2003,39(2):401-412
ABSTRACT: This paper describes a concerted effort by the Taiwan Water Resources Bureau, the City of Taipei, and the Bureau of Fei‐tsui Reservoir Management to protect the water quality in the Fei‐tsui Reservoir.The reservoir is the major source of water supply for over two million people in the metropolitan area of Taipei. Over the years the reservoir has suffered from siltation and more recently eutrophication. The sources of the pollution are traced to the hundreds of tea gardens, rice fields and other agricultural areas in the watershed and to urban sources such as construction sites. Large amounts of nutrients enter the reservoir by way of storm water runoff during storm or typhoon events. Since 1999, various agencies have worked to initiate an effort to reduce nonpoint pollution in the Fei‐Tsui Reservoir watershed. Practices being considered include nonstructural measures such as nutrient management, and structural measures such as swales, detention basins, and wetlands, in addition to erosion and sediment control methods. A number of field tests have been completed on the performance of selected best management practices (BMPs). A strategy for implementing the BMPs at the watershed scale has been developed based on a total maximum daily load (TMDL) analysis that is reported in this paper. 相似文献
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Hsin-hsin Tung Yuefeng F. Xie 《Frontiers of Environmental Science & Engineering in China》2011,5(4):489-496
The effects of biologically active carbon (BAC) filtration on haloacetic acid (HAA) levels in plant effluents and distribution
systems were investigated using the United States Environmental Protection Agency’s Information Collection Rule (ICR) database.
The results showed that average HAA5 concentrations in all locations were 20.4 μg·L−1 and 29.6 μg·L−1 in ICR plants with granular activated carbon (GAC) and ICR plants without GAC process, respectively. For plants without GAC,
the highest HAA levels were observed in the quarters of April to June and July to September. However, for plants with GAC,
the highest HAA levels were observed in the quarters of April to June and January to March. This HAA level profile inversely
correlated well with water temperature, or biologic activity. For GAC plants, simulated distribution samples matched well
with distribution system equivalent samples for Cl3AA and THMs. For plants with and without GAC, simulated distribution samples overestimated readily biodegradable HAAs in distribution
systems. The study indicated that through HAA biodegradation, GAC process plays an important role in lowering HAA levels in
finished drinking water. 相似文献
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化工产业园区化是政府合理规范化工园区且将化工园区外化工生产企业关停并搬迁至化工园区内的产业集聚化,是解决目前中国化工产业安全事故频发、环境污染严重等问题,推进化工产业转型升级的重要政策之一。中国化工产业园区化的社会—生态系统框架刻画了化工园区、化工产品、化工园区管委会、企业和公众四个核心子系统的关联,在此基础上,中国化工产业园区化的博弈模型将参与者简化为政府(包括化工园区管委会)、企业(化工生产企业)和公众(化工生产企业现址影响半径内的居民群体),并分别构建了政府与企业间的博弈模型与公众参与下的政府与企业间的博弈模型。根据模型推论,此两类情景博弈的纳什均衡都可以为(政府行政政策,企业按期搬迁入园)或(政府经济政策,企业按期搬迁入园)。中国化工产业园区化的驱动机制,是在作为外在驱动主体的政府和公众的引导和监督下,作为内在驱动主体的化工生产企业,在各驱动因素的协同作用下,实现其"按期搬迁入园"的机制。进而得出化工生产企业与化工园区"按期匹配搬迁入园"、提升化工园区公共服务能力、差异化地一企一策及建立公众和企业与政府的三方对话机制的四点政策建议。 相似文献
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在我国黄土丘陵地区,每年因为高填方边坡失稳而造成的人员伤亡和财产损失数不胜数,有必要从高填方边坡的填料入手,开展高填方边坡失稳问题研究。以陕西某高填方边坡为例,将高填方边坡的碎石填料作为主要研究控制对象,取其边坡正在填筑的碎石填料,通过诸多室内试验测定物理力学参数、渗透性等,并借助FLAC 3D数值模拟计算其稳定性,先确定最优土石比,再确定在最优土石比下的优选级配。择优选择的级配相比之前的填料,力学性能更好,强度更高,隔水效果控制更明显,坡体的整体稳定性加强。从填方填料入手,能有效降低因回填材料不合理而引发的边坡失稳。 相似文献