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51.
广东新丰江水库XFJ-1孔DDTs和HCHs的沉积记录 总被引:2,自引:0,他引:2
以~(210)Pb对广东新丰江水库XFJ-1孔进行了定年,以GC-ECD测定新丰江水库沉积钻孔中DDTs和HCHs的含量,通过对比其剖面变化特征与该类农药在我国的生产、使用历史,探讨了水库中DDT、HCH的历史输入途径.过去30年来,XFJ-1孔平均沉积速率为1.42cm/a,沉积物中HCHs和DDTs的含量分别为1.26-3.90ng/g和1.00-3.96ng/g.DDTs、HCHs含量从20世纪80年代初逐渐下降,总体上与我国1983年开始禁止DDT、HCH的大规模生产和使用这一历史事件相符.DDTs、HCHs及其化合物比值的剖面变化特征均表明:流域内后期土壤侵蚀、搬运的再循环污染物质(即二次污染源)对水库DDT和HCH的贡献不明显;相反,农药历史使用(即一次污染源)是其主要来源,大气沉降是其主要输入途径.此外,γ-HCH、o,p′-DDT和p,p′-DDT含量的垂直变化表明,大规模禁用以后这些化合物仍有少量新的输入,需引起重视. 相似文献
52.
WITSEG集沙仪:风洞用多路集沙仪 总被引:12,自引:9,他引:12
风沙流通量廓线(风沙流结构)是以不同轨迹运动的沙粒在垂直方向上的宏观反映。建立风沙流通量廓线函数需要测定不同高度的输沙率。为此,我们设计了适用于风洞实验的多路集沙仪(WITSEG集沙仪),并通过风洞实验对其进行了检验。WITSEG集沙仪高60 cm,由60个进沙口和集沙盒组成,每个进沙口高1 cm。该集沙仪可以测量风沙流中60个不同高度的输沙率。在设计WITSEG集沙仪时,着重实用性和集沙效率。为了使用方便,带有进沙口的入口段、集沙盒和保护盖板设计为活动式。为了提高集沙效率,入口段设计成楔形,使得进沙口宽0.5 cm,而集沙盒宽度为1.5 cm。每个集沙盒留有两个过滤网排气孔,以减小集沙盒内的静压、提高采集效率。风洞实验检验表明,用WITSEG集沙仪测得的风沙流结构和总输沙率与风速的关系与已广泛接受的结论非常一致。WITSEG集沙仪能观测输沙率随高度的详细变化,是研究风沙流结构的较好工具。 相似文献
53.
Understanding groundwater–surface water exchange in river banks is crucial for effective water management and a range of scientific disciplines. While there has been much research on bank storage, many studies assume idealized aquifer systems. This paper presents a field‐based study of the Tambo Catchment (southeast Australia) where the Tambo River interacts with both an unconfined aquifer containing relatively young and fresh groundwater (<500 μS/cm and <100 years old) and a semi‐confined artesian aquifer containing old and saline groundwater (electrical conductivity > 2500 μS/cm and >10 000 years old). Continuous groundwater elevation and electrical conductivity monitoring within the different aquifers and the river suggest that the degree of mixing between the two aquifers and the river varies significantly in response to changing hydrological conditions. Numerical modelling using MODFLOW and the solute transport package MT3DMS indicates that saline water in the river bank moves away from the river during flooding as hydraulic gradients reverse. This water then returns during flood recession as baseflow hydraulic gradients are re‐established. Modelling also indicates that the concentration of a simulated conservative groundwater solute can increase for up to ~34 days at distances of 20 and 40 m from the river in response to flood events approximately 10 m in height. For the same flood event, simulated solute concentrations within 10 m of the river increase for only ~15 days as the infiltrating low‐salinity river water drives groundwater dilution. Average groundwater fluxes to the river stretch estimated using Darcy's law were 7 m3/m/day compared with 26 and 3 m3/m/day for the same periods via mass balance using Radon (222Rn) and chloride (Cl), respectively. The study shows that by coupling numerical modelling with continuous groundwater–surface water monitoring, the transient nature of bank storage can be evaluated, leading to a better understanding of the hydrological system and better interpretation of hydrochemical data. Copyright © 2015 John Wiley & Sons, Ltd. 相似文献
54.
SUN Jilin ) )* XU Delong ) and GU Dejun ) ) Physical Oceanography Laboratory Ocean-Atmosphere Interaction Climate Laboratory Ocean University of China Qingdao P.R.China) Institute of Tropical Meteorology Guangzhou P.R.China 《中国海洋大学学报(英文版)》2006,5(3):200-206
1Introduction Theglobalclimatechangehasbeenoneoftheprob lemschallengingtheworldinrecentyears.TheweatherandclimateonEarthhasbeeninvariationontimescalesfromseasonaltomillennialorevenlonger.ResearchesonvariationsofweatherandclimateintheNorthernHemispherehave… 相似文献
55.
Khalid Qahman Abdelkader Larabi Driss Ouazar Ahmed Naji Alexander H. -D. Cheng 《Stochastic Environmental Research and Risk Assessment (SERRA)》2005,19(2):99-110
Four examples are investigated for the optimal and sustainable extraction of groundwater from a coastal aquifer under the threat of seawater intrusion. The objectives and constraints of these management scenarios include maximizing the total volume of water pumped, maximizing the profit of selling water, minimizing the operational and water treatment costs, minimizing the salt concentration of the pumped water, and controlling the drawdown limits. The physical model is based on the density-dependent advective-dispersive solute transport model. Genetic algorithm is used as the optimization tool. The models are tested on a hypothetical confined aquifer with four pumping wells located at various depths. These solutions establish the feasibility of simulating various management scenarios under complex three-dimensional flow and transport processes in coastal aquifers for the optimal and sustainable use of groundwater. 相似文献
56.
57.
A Lagrangian tracer model is set up for Hangzhou Bay based on Coupled Hydrodynamical Ecological model for Regional Shelf Sea
(COHERENS). The study area is divided into eight subdomains to identify the dominant physical processes, and the studied periods
are March (the dry season) and July (the wet season). The model performance has been first verified by sea-surface elevation
and tidal current observations at several stations. Eight tracer experiments are designed and Lagrangian particle tracking
is simulated to examine the impact of physical processes (tide, wind and river runoff) on the transport of passive tracer
released within the surface layer. Numerical simulations and analysis indicate that: (1) wind does not change the tracer distribution
after 30 days except for those released from the south area of the bay during the wet season; (2) the tide and the Qiantang
River runoff are important for particle transport in the head area of the bay; (3) the Changjiang River runoff affects the
tracer transport at the mouth of the bay, and its impact is smaller in the dry season than in the wet season.
Supported by the Natural Science Foundation of China (No.40576080); National High Technology Research and Development Program
of China (863 Program, No. 2007AA12Z182) 相似文献
58.
The Luzon Strait is the only deep channel that connects the South China Sea(SCS) with the Pacific.The transport through the Luzon Strait is an important process influencing the circulation,heat and water budgets of the SCS.Early observations have suggested that water enters the SCS in winter but water inflow or outflow in summer is quite controversial.On the basis of hydrographic measurements from CTD along 120° E in the Luzon Strait during the period from September 18 to 20 in 2006,the characteristics of t... 相似文献
59.
60.
This work deals with the impacts of dams on large gravel -bed rivers in terms of altering coarse transport regimes and the relationship with river morphodynamics. Using data collected by a tracer -based monitoring programme carried out in a 4 -km -long study sector of the Parma River (Italy), located downstream from a relatively recently established dam, we applied a virtual velocity approach to estimate the coarse bed material load at four river cross -sections. Monitoring and calculation results provided new insights into the impacts of the dam on streambed material mobility and the sediment regime over the 17 -month calculation period. A longitudinal gradient of effects was observed along the study sector. Sections located closer to the dam are characterized by more evident impacts due to deficits in coarse sediment input from upstream. Sediment mobility here is strongly altered, especially in the highly armoured main channel, and the overall bed material load is extremely low. A partial recovery of sediment dynamics was observed at the sections located further from the dam, where estimates indicate higher sediment yield. The observed longitudinal trend in the coarse sediment transport regime matches the morphology, as the river shifts downstream from a sinuous configuration with alternate bars to a wandering one. The novel insights into alteration of coarse sediment dynamics and the relationship with river morphodynamics are potentially applicable to many other fluvial contexts affected by similar impoundments. © 2019 John Wiley & Sons, Ltd. 相似文献