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101.
本文针对长江三角洲某地区3个城市(C市、W市、S市)浅层地下水的单环芳烃进行了研究。根据研究区水样分析数据,总结出该地区单环芳烃的污染特点和分布特征,然后从研究区污染源分布、单环芳烃的挥发性、研究区降水以及包气带的防护性能等角度探讨了浅层地下水单环芳烃污染形成的原因。研究表明,该区浅层地下水单环芳烃污染呈点状分布,污染范围不大;浅层地下水单环芳烃污染相对较轻而地表水污染严重。浅层地下水单环芳烃污染特征与研究区工业企业分布、单环芳烃的挥发特性、降水以及研究区包气带防污性能密切相关。浅层地下水单环芳烃污染和工业企业分布具有很好的一致性,有机污染物高浓度的检出点均分布在污染工厂附近,无明显污染源的地段,其浅层地下水水样无有机污染物检出;各检测单环芳烃组分的亨利常数均大于1.01×102Pa·m3·mol-1,所以挥发作用是其主要迁移机理,苯的柱试验表明,苯溶液浓度从1079.0μg/L降低至6.9μg/L仅需26天;研究区包气带为河湖三角洲沉积相的淤泥质粘土,粘粒含量大,粘土矿物含量也很高,富含有机质,其含量大都在1.0%以上,此类土壤具有高的吸附能力,阻滞了污染物向浅层地下水迁移;降雨时浅层地下水中单环芳烃检出率和检出浓度都较高。4种因素综合,使得研究区浅层地下水单环芳烃呈现污染程度轻、分布零散、污染分布范围小的特点。 相似文献
102.
陈金荣 《沉积与特提斯地质》2007,27(4):45-49
长武地区延长组78、油组三角洲前缘储集砂体,按成因可分为三大类5种类型,各种类型砂体的成因明显受基准面升降、可容纳空间和沉积物补给量之间变化关系的影响。在基准面上升过程中,可容纳空间/沉积物补给量的比值对砂体成因特征的控制作用主要表现为:小于l时,以截削式河道砂体为主;大于1时,则为完整式河道砂岩。在基准面下降过程中,可容纳空间/沉积物补给量小于l时,以孤立式河口坝砂体为主;大于1时,则以远砂坝砂体为主;在水下坡折带沉积区,则为复合式坝砂体。基准面升降过程中,短期基准面旋回的规律性变化,影响着不同成因的砂体类型的分布特点。 相似文献
103.
RICARDO NÉSTOR MELCHOR 《Sedimentology》2007,54(6):1417-1446
Well‐exposed Triassic rift strata from the Ischigualasto–Villa Unión Basin (NW Argentina) include a 80 to ca 515 m thick lacustrine‐dominated package that can be correlated across a half‐graben using key stratigraphic surfaces (sequence boundaries, lacustrine flooding surfaces and forced regressive surfaces). The characteristics of the synrift lacustrine fill in different parts of the half‐graben have been examined and the mechanisms controlling sedimentation inferred. A variety of sedimentary environments are recognized including; volcaniclastic floodplain, mildly saline lake and playa lake, offshore lacustrine, delta front to fluvial‐dominated and wave‐dominated deltas, distributary and fluvial channel, and interdistributary bay. The succession can be divided into four stratigraphic sequences (SS1 to SS4), the oldest of which (SS1) contains volcaniclastic, fluvial and saline lake deposits; it is thickest close to the western border fault zone, reflecting more rapid subsidence here. Accommodation exceeded sediment and water input during SS1. The second and third sequences (SS2 and SS3) mark the onset of widespread lacustrine sedimentation, reflecting a balance between accommodation creation and water and sediment fluxes. Sequences SS2 and SS3 are represented by offshore meromictic lacustrine and deltaic deposits, the latter mostly sourced from the flexural and southern axial margins of the half‐graben. The presence of stacked parasequences bound by lacustrine flooding surfaces is related to climatically induced lake‐level fluctuations superimposed on variable rates of subsidence on the controlling rift border fault zone. The youngest sequence (SS4) is represented by the deposits of littoral lacustrine and shallow shelf deltas distinguished by a change in lithofacies, palaeocurrents and sandstone composition, suggesting a switch in sediment supply to the footwall margin to the NW. The change in the sediment source is related to reduced footwall uplift, the possible presence of a relay ramp and/or supply from a captured antecedent drainage network. During SS4, the rate of creation of accommodation was exceeded by the sediment and water discharge. The stratigraphic evolution of lacustrine strata in the half‐graben was mainly controlled by tectonic processes, including subsidence rate and the growth and evolution of the border fault zone, but changing climate (inducing changes in water balance and lake level) and autocyclic processes (delta lobe switching) were also important. 相似文献
104.
大芦家地区渐新统东二1亚段三角洲前缘砂体微相及储集性研究 总被引:4,自引:0,他引:4
通过岩芯、录井、测井资料的综合分析,发现大芦家地区渐新统东二段主要由三角洲前缘亚相组成,砂体的成因类型主要包括三角洲前缘亚相的河口坝、水下分流河道、水下天然堤和决口扇、席状砂、远砂坝。它们不仅具有各自独特的沉积特征和测井相特征,而且其空间储集物性的分布也各不相同。此外,它们还具有较强的层内非均质性,层间非均质性和平面非均质性却较弱。 相似文献
105.
湖平面升降对浅水三角洲前缘砂体形态的影响 总被引:7,自引:4,他引:3
三角洲平原上的分流河道通过填积和湖面的频繁波动向湖泊中心方向长距离推进,在浅水三角洲前缘的浅水区发育很有特色的水下分流河道,且在湖面频繁波动过程中,河流、波浪和沿岸流的冲刷作用对沉积物分布起到再改造作用,导致了以水下分流河道砂体为主的三角洲前缘砂体不同程度的席状化。随着气候变得潮湿,湖面相对稳定,季节性、周期性湖面波动的频率、幅度减小,水动力对三角洲前缘砂体的改造和席状化强度减弱。 相似文献
106.
107.
A consistent approach to the frequency analysis of hydrologic data in arid and semiarid regions, i.e. the data series containing several zero values (e.g. monthly precipitation in dry seasons, annual peak flow discharges, etc.), requires using discontinuous probability distribution functions. Such an approach has received relatively limited attention. Along the lines of physically based models, the extensions of the Muskingum‐based models to three parameter forms are considered. Using 44 peak flow series from the USGS data bank, the fitting ability of four three‐parameter models was investigated: (1) the Dirac delta combined with Gamma distribution; (2) the Dirac delta combined with two‐parameter generalized Pareto distribution; (3) the Dirac delta combined with two‐parameter Weibull (DWe) distribution; (4) the kinematic diffusion with one additional parameter that controls the probability of the zero event (KD3). The goodness of fit of the models was assessed and compared both by evaluation of discrepancies between the results of both estimation methods (i.e. the method of moments (MOM) and the maximum likelihood method (MLM)) and using the log of likelihood function as a criterion. In most cases, the DWe distribution with MLM‐estimated parameters showed the best fit of all the three‐parameter models. Copyright © 2005 John Wiley & Sons, Ltd. 相似文献
108.
This paper describes delta development processes with particular reference to Cimanuk Delta in Indonesia. Cimanuk river delta, the most rapidly growing river delta in Indonesia, is located on the northern coast of Java Island. The delta is subject to ocean waves of less than 1 m height due to its position in the semi‐enclosed Java Sea in the Indonesian archipelago. The study has been carried out using a hydrodynamic model that accounts for sediment movement through the rivers and estuaries. As an advanced approach to management of river deltas, a numerical model, namely MIKE‐21, is used as a tool in the management of Cimanuk river delta. From calibration and verification of hydrodynamic model, it was found that the best value of bed roughness was 0·1 m. For the sediment‐transport model, the calibration parameters were adjusted to obtain the most satisfactory results of suspended sediment concentration and volume of deposition. By comparing the computed and observed data in the calibration, the best values of critical bed shear stress for deposition, critical bed shear stress for erosion and erosion coefficient were 0·05 N m?2, 0·15 N m?2, and 0·00001 kg m?2 s?1, respectively. The calibrated model was then used to analyse sensitivity of model parameters and to simulate delta development during the periods 1945–1963 and 1981–1997. It was found that the sensitive model parameters were bed shear stresses for deposition and erosion, while the important model inputs were river suspended sediment concentration, sediment characteristics and hydrodynamic. The model result showed reasonable agreement with the observed data. As evidenced by field data, the mathematical model proves that the Cimanuk river delta is a river‐dominated delta because of its protrusion pattern and very high sediment loads from the Cimanuk river. It was concluded that 86% of sediment load from the Cimanuk river was deposited in the Cimanuk delta. Copyright © 2008 John Wiley & Sons, Ltd. 相似文献
109.
Kim Vermonden Marion A. A. Hermus Marije van Weperen Rob S. E. W. Leuven Gerard van der Velde Alfons J. P. Smolders Jan G. M. Roelofs A. Jan Hendriks 《水文研究》2009,23(21):3110-3120
The water quality of urban drainage ditches in lowlands in the Rhine‐Meuse delta was analysed with principal component analysis (PCA) during a dry period and a rain storm, and related to the seepage of polluted river water and effective impervious area (EIA). This was done in order to test the hypothesis that seepage of river water and storm water runoff from impervious areas strongly determine the water quality of urban drainage systems along large lowland rivers. Our analysis revealed that upward seepage of groundwater originating from rivers Rhine and Meuse was positively correlated with nitrate, potassium, sodium and chloride and negatively correlated with alkalinity, calcium, magnesium and iron. EIA was correlated with very few environmental variables (i.e. phosphate, pH and iron in the dry period and iron during the rain storm). Nickel and zinc concentrations generally exceeded the maximum allowable concentrations (MAC), while lead and phosphorus concentrations were just above the nutrient standards and MAC in a few locations during the rain storm. To optimize water quality in urban water systems, attention should be paid to all sources of pollution and not only to EIA. The impact of local groundwater seepage originating from large rivers in lowlands on the chemistry of urban water systems is often underestimated and should be taken into account when assessing water quality and improving water quality status. Copyright © 2009 John Wiley & Sons, Ltd. 相似文献
110.