Bank filtration in the sandy littoral zone of Lake Tegel (Berlin): Structure and dynamics of the biological active filter zone and clogging processes

This study focused on clogging processes and on the benthic microalgal and meiofaunal assemblage in the sandy littoral zone of Lake Tegel, which are significantly involved in bank filtration, in a long-term. Our approach combined field studies and “in situ” experiments to highlight the structure of the biological active filter zone as well as the mechanisms and effects of clogging in the interstices that influence the infiltration process.Campaigns to measure “in situ” infiltration rates and hydraulic potential were conducted monthly from March 2004 to April 2005. Meiofaunal abundances and fine particulate organic matter (FPOM) were determined every 6 weeks in freeze cores down to depths of 50 cm. In parallel, concentrations of carbon, nitrogen and chlorophyll a were measured in samples of unfrozen sediment cores, that were divided in 1-cm steps down to depths of ≥10 cm. Similar sediment profiles were generated for analysis of colloidal carbohydrates, extracellular polymeric substances (EPS) and proteins between December 2005 and June 2006. Electron microscopy was used to visualize biofilm structure. Long-term experiments with natural FPOM and melamine resin particles as fluorescent tracers were performed to study “in situ” particle retention and transport, respectively. Additionally seston input was quantified during a 1-week period in April 2005.Infiltration rates showed a high temporal and spatial variability, but were not correlated with hydraulic conductivities as hydraulic gradients changed a lot. Likewise a correlation between infiltration rates and hydraulic potentials was not observed, indicating clogging processes. These are triggered to a high extend by biological compounds. In addition, seston input and intermittent gas intrusion are considered to reduce the hydraulic conductivity considerably. No significant “in situ” transport of inert natural fluorescent tracers was observed. However, a complete and permanent clogging of the sandy sediment does not occur, and daily infiltration rates of 0.7-27 L m⁻² h⁻¹ (mean 9 L m⁻² h⁻¹) guarantee a sufficient water supply by bank filtration for decades.     

利用BSTEM模型分析库岸边坡形态对其稳定性的影响

库岸稳定性取决于最大崩塌临界机制的驱动力和抵抗力的平衡,二者的平衡又取决于库岸边坡形态、岩土组成、水流浪涌特征、植被覆盖等.边坡形态是库岸稳定性的基本条件,主要指标有坡度、岸高及坡面形态.以三峡库区忠县石宝镇段为例,利用BSTEM模拟分析库岸边坡形态对其稳定性的影响,从而得到如下结论,研究库岸坡形形态对其稳定性的影响,...     

Climate policy and financial institutions

This article examines how financial institutions, such as pension funds and insurance companies, have interpreted and used UN-issued climate change management policies. A critical discourse approach is used to analyse material issued by the United Nations Framework Convention on Climate Change, the World Bank Group and some business and investment consultancies, with interview data supplementing the document analysis. It is argued that although policymakers and business consultants have been eager to appropriate the discourses of financial services, they have not produced guidance on how the outputs of climate science might best be used to allocate managed capital. In terms of outcomes, financial services remain on the periphery of policy implementation, attention has been deflected from the emitters of greenhouse gases, and policy objectives have been frustrated. By unspoken fiat, the market is here the new truth that cannot be contradicted.     

浅议山西票号的经营者激励机制

山西票号的激励机制是其经营管理制度中极具特色和创造力的管理机制。其有效运行造就了当时令世界惊叹的“汇通天下”。从对经营者的选拔入手，探讨了票号对经营者激励制度的形式和保障条件。通过对山西票号激励机制的分析。提出其对我国现代企业中激励问题的可借鉴之处。     

Variability of cold‐water coral mounds in a high sediment input and tidal current regime,Straits of Florida

Cold‐water coral mound morphology and development are thought to be controlled primarily by current regime. This study, however, reveals a general lack of correlation between prevailing bottom current direction and mound morphology (i.e. footprint shape and orientation), as well as current strength and mound size (i.e. footprint area and height). These findings are based on quantitative analyses of a high‐resolution geophysical dataset collected with an Autonomous Underwater Vehicle from three cold‐water coral mound sites at the toe of slope of Great Bahama Bank. The three sites (80 km² total) have an average of 14 mounds km^?2, indicating that the Great Bahama Bank slope is a major coral mound region. At all three sites living coral colonies are observed on the surface of the mounds, documenting active mound growth. Morphometric analysis shows that mounds at these sites vary significantly in height (1 to 83 m), area (81 to 6 00 000 m²), shape (mound aspect ratio 0·1 to 1) and orientation (mound longest axis 0 to 180°). The Autonomous Underwater Vehicle measured bottom current data depict a north–south flowing current that reverses approximately every six hours. The tidal nature of this current and its intermittent deviations during reversals are interpreted to contribute to the observed mound complexity. An additional factor contributing to the variability in mound morphometrics is the sediment deposition rate that varies among and within sites. At most locations sedimentation rate lags slightly behind mound growth rate, causing mounds to develop into large structures. Where sedimentation rates are higher than mound growth rates, sediment partially or completely buries mounds. The spatial distribution and alignment of mounds can also be related to gravity mass deposits, as indicated by geomorphological features (for example, slope failure and linear topographic highs) in the three‐dimensional bathymetry. In summary, variability in sedimentation rates, current regime and underlying topography produce extraordinarily high variability in the distribution, development and morphology of coral mounds on the Great Bahama Bank slope.     

Quantification and regionalization of groundwater–surface water interaction along an alluvial stream

In the present study, groundwater seepage to an alluvial stream and two tributary streams was examined at nine field sites using hydrological, geophysical, and geomorphological observations. The data indicate that seepage enters the streams in the following ways: (i) directly through the streambed; (ii) as nearly superficial flow from diffuse discharge areas on the flood plains or; (iii) as a combination of (i) and (ii). At about 40% of the sites more than 50% of seepage flows through the streambed. Moreover, it was found that the ratio C, defined as the width of the wet zone of the flood plain divided by the effective width of the stream, can be used as an indicator of the percentage of water entering the stream directly through the streambed. When C is small streambed seepage is large, while when C is large streambed seepage is small and ground water enters the stream mainly as nearly superficial or over-bank flow from the wet zone.