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101.
长江口北支潮滩沉积物-水界面无机氮的交换通量及季节变化 总被引:14,自引:0,他引:14
对长江口北支地区沉积物--水界面无机氮的交换通量及季节变化进行了研究。由于沉积物--水界面无机氮的交换行为受到不同环境因子的影响,随着季节更替,氮的界面交换行为有较大的差异。一方面,滨岸地区的沉积物对水体中的氮有着良好的去除能力,是水体中硝氮、氨氮的汇;另一方面,由于河口滨岸生态系统是一个脆弱的并且处于动态变化的系统,随着外界条件的变化,河口沉积物--水界面的物质交换会受到很大的影响,有可能从营养盐的汇转化为营养盐的源,对水体造成二次污染。研究揭示:生物活动、温度、溶解氧等环境因子在沉积物--水界面氮的季节交换行为中作用明显,而盐度、Eh等因子的作用是次要的。 相似文献
102.
影响沉积物-水界面持久性有机污染物迁移行为的因素研究 总被引:4,自引:0,他引:4
沉积物-水界面是自然水体在物理、化学和生物特征等方面差异性最显著的环境边界,界面及附近发生的物理和化学反应,如吸附和解吸、迁移和转化、扩散和掩埋以及生物扰动等作用是控制和调节水体和沉积物之间物质输送和交换的重要途径.持久性有机污染物由于其具有致癌、致畸、致突变及内分泌干扰作用而受到人们的广泛关注,它们在沉积物-水界面的... 相似文献
103.
反硝化(DNF)和硝酸盐异养还原为氨(DNRA)是水域生态系统中硝酸盐异养还原的2个主要过程.DNF和DNRA之间的竞争控制着硝酸盐在水域生态系统中的异养还原方式和最终归趋.选取太湖流域的傀儡湖为研究对象,采用室内培养实验和稳定氮同位素示踪技术,考察傀儡湖沉积物-水界面的DNF和DNRA速率及其对硝酸盐异养还原过程的贡献.结果显示,沉积物表现为NH4+-N的源和NO3--N的汇,潜在DNF速率为18.89~54.00μmol/(kg·h)[均值(36.39±3.86)μmol/(kg·h)],DNRA反应速率为1.02~5.89μmol/(kg·h)[均值(3.21±1.15)μmol/(kg·h)].DNF与沉积物有机质含量和含水率存在显著的正相关关系,DNRA与沉积物需氧量(SOD)之间存在相关性.反硝化是傀儡湖中硝酸盐异养还原的主导过程,贡献率为84.23%~96.90%,而DNRA过程只占3.10%~15.77%.与海洋河口区域相比,淡水湖泊生态系统中DNRA速率和DNRA在硝酸盐异养还原中所占的比重均较小. 相似文献
104.
The term governance describes the multitude of actors and processes that lead to collectively binding decisions. The term
risk governance translates the core principles of governance to the context of risk-related policy making. We aim to delineate
some basic lessons from the insights of the other articles in this special issue for our understanding of risk governance.
Risk governance provides a conceptual as well as normative basis for how to cope with uncertain, complex and/or ambiguous
risks. We propose to synthesize the breadth of the articles in this special issue by suggesting some changes to the risk governance
framework proposed by the International Risk Governance Council (IRGC) and adding some insights to its analytical and normative
implications. 相似文献
105.
Abdel-Aziz I. Kashef Mahmoud M. Safar 《Journal of the American Water Resources Association》1975,11(4):651-664
ABSTRACT: The fresh-salt water interface in artesian aquifers has been investigated by various techniques on the basis of its analogy to the free surface in earth dams or cores of dams. Although various approximations are used, some more or less exact solutions exist. One of the simple methods, that would appeal to practical workers, was developed by the analysis of hydraulic forces. However, this method has not been checked thoroughly due to the lack of wide ranges of coverage by the more or less exact solutions. In this paper a suggested finite element method is used for the purpose of comparing with the method of hydraulic forces. The presented procedure eliminates some of the difficulties and uncertainties in current finite element procedures. Both methods proved to be in close agreement. Moreover, the hydraulic heads along the upper boundary of the artesian aquifer were found to be in close agreement with Dupuit's equation. The results of this investigation would greatly simplify the more complex management problems when the effects of discharge and/or recharge wells are added to the natural flow effects. 相似文献
106.
R. Srinivasan T. S. Ramanarayanan J. G. Arnold S. T. Bednarz 《Journal of the American Water Resources Association》1998,34(1):91-101
ABSTRACT: This paper describes the application of a river basin scale hydrologic model (described in Part I) to Richland and Chambers Creeks watershed (RC watershed) in upper Trinity River basin in Texas. The inputs to the model were accumulated from hydro-graphic and geographic databases and maps using a raster-based GIS. Available weather data from 12 weather stations in and around the watershed and stream flow data from two USGS stream gauge station for the period 1965 to 1984 were used in the flow calibration and validation. Sediment calibration was carried out for the period 1988 through 1994 using the 1994 sediment survey data from the Richland-Chambers lake. Sediment validation was conducted on a subwatershed (Mill Creek watershed) situated on Chambers Creek of the RC watershed. The model was evaluated by well established statistical and visual methods and was found to explain at least 84 percent and 65 percent of the variability in the observed stream flow data for the calibration and validation periods, respectively. In addition, the model predicted the accumulated sediment load within 2 percent and 9 percent from the observed data for the RC watershed and Mill Creek watershed, respectively. 相似文献
107.
Fire regimes are needed for healthy forest ecosystems, but citizens who live parallel to public forests do not always understand or favour the mechanisms land managers use for fire prevention and preparation. One way that land managers and citizens may share concerns and overcome barriers is through effective communication, allowing both parties to adequately prepare for a wildfire event. While collaboration between land managers and citizens has been well studied, the research on communication between citizens and among land managers is less prevalent yet equally important. The lack of research on communication between these parties creates an incomplete picture of the spectrum of communication that takes place in preparation for a wildland fire event. This paper reviews the current literature on communication between and among citizens and land managers before a wildfire event. 相似文献
108.
109.
以中国东部沿海12个典型潮间带为研究对象,通过室内模拟测定了潮间带沉积物-水界面硝酸盐(NO_3~-)和氨氮(NH_4~+)的源汇通量,分析了沉积物对上覆水体无机氮源汇效应的空间分布特征,以及环境因子的影响.结果发现:(1)NO_3~--N的总通量范围是-2.91~3.34 mmol·(m~2·h)~(-1),NH_4~+-N的总通量范围是-4.36~2.34 mmol·(m~2·h)~(-1).12℃和35℃温度下,无机氮的平均值是-0.04 mmol·(m~2·h)~(-1),我国东部典型潮间带沉积物表现为氨氮和硝氮的有效汇库.(2)潮间带的硝氮和氨氮通量存在纬度分异.12℃时,纬度越高,氨氮硝氮通量值越大;25℃和35℃时,潮间带硝氮通量值大小随纬度的变化为,25°~35°N15°~25°N35°~45°N.而氨氮通量值,25°~35°N15°~25°N35°~45°N.(3)温度通过影响硝化反硝化的耦合作用影响无机氮通量.潮间带的NO_3~--N通量随温度的增加而减小,15°~25°N和35°~45°N地区NO_3~--N通量随温度先升高再降低,25°~35°N地区NO_3~--N通量随温度一直减小.每个纬度区,温度越高,NH_4~+-N通量值越低.(4)上覆水体的盐度、沉积物总有机碳(TOC)、总氮(TN)含量,孔隙水氨氮、硝氮浓度,容重等环境因子对通量没有单一的显著影响,协同影响NO_3~--N、NH_4~+-N在潮滩沉积物水界面的空间分异. 相似文献
110.
在太湖草、藻型湖区采样,分别测定了1,3,5,10,15cm 5层沉积物和沉积物表面以上5,20,35cm处及水表面以下20cm处4层水的多项指标.结果表明:草型湖泊水柱中SS总、SS有机、Ch1-a、TN、TDN、TP和TDP等指标显著低于藻型湖区;草型湖区水柱中SS总、SS有机、TN、TDN和TP都呈现出越往下浓度越高的趋势,而藻型湖区各水层间差异不明显.两类湖区沉积物的TN、TP、TOC和粒径都在3~5cm处出现拐点;草型湖区沉积物溶解氧层厚度(<1mm)小于藻型湖区(<2.5mm).可见在不同的生境类型以及不同的指标体系下,沉积物-水界面的厚度也相应不同. 相似文献