Biodiversity in the Benthic Diatom Community in the Upper River Töss Reflected in Water Quality Indices     

Lirika Kupe  Ferdinand Schanz  Reinhard Bachofen 《洁净——土壤、空气、水》2008,36(1):84-91

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滑坡预报的几个基本问题   总被引：19，自引：0，他引：19  

李天斌  陈明东 《工程地质学报》1999,7(3):200-206

在滑坡预报研究中,必须首先解决与预报密切相关的一些基本问题。否则,往往导致预报误差很大或者预报失败。根据作者的初步探索,本文重点讨论了滑坡预报的分类及定义、预报参数及其监测点的选取、变形突变现象的分析与处理以及斜坡变形阶段的定量判断等基本问题。  相似文献   

Comparison of color, chemical and mineralogical compositions of mine drainage sediments to pigment     

C. S. Kirby  S. M. Decker  N. K. Macander 《Environmental Geology》1999,37(3):243-254

 Forty-three untreated and actively and passively (wetland) treated coal mine drainage sediments and five yellow-red pigments were characterized using X-ray fluorescence, fusion-inductively coupled plasma atomic emission spectroscopy, X-ray diffraction, and tristimulus colorimeter. Primary crystalline iron-bearing phases were goethite and lepidocrocite, and iron phases converted to hematite upon heating. Quartz was nearly ubiquitous except for synthetic pigments. Gypsum, bassinite, calcite, and ettringite were found in active treatment sediments. Iron concentrations from highest to lowest were synthetic pigment>wetland sediment>natural pigment>active treatment (untreated sediments varied more widely), and manganese was highest in actively treated sediments. Loss on ignition was highest for passively treated sediments. No clear trends were observed between quantified color parameters (L*, a*, b*, and Redness Index) and chemical compositions. Because sediments from passive treatment are similar in chemistry, mineralogy, and color to natural pigments, the mine drainage sediments may be an untapped resource for pigment. Received: 29 December 1997 · Accepted: 11 May 1998  相似文献   

Biodegradation of NOM in Rapid Sand Filters for Removing Iron and Manganese     

Andreas Korth  Bernd Bendinger  Christoph Czekalla  Knut Wichmann 《洁净——土壤、空气、水》2001,29(5):289-295

In order to examine the Corg flow in rapid sand filter columns for the elimination of iron and manganese, reduced groundwater was treated in a pilot plant consisting of a trickling filter column (TF I) followed by a wet type filter column (WF II) and a separate wet type filter column (WF sep). Additionally the effect of filtration on BOM was studied by measuring AOC and BDOC. The biological processes in TF I and WF sep led to an elimination of iron, ammonia, and manganese. Moreover, the filtration decreased the NOM content. 21% and 23% of the TOC were eliminated in TF I and in WF sep, respectively. WF II caused no significant Corg reduction. The calculation of the Corg flow in the filter columns showed that bacteria took part in the TOC elimination. From the TOC removed, about 24% was eliminated by metabolic activities of the bacterial population whereas 86% was adsorbed onto iron sludge. Similar results were obtained for the TF I column and for the WF sep column as well. The calculated Corg flow was confirmed by the BDOC measurements. The filtration process led to a BDOC decrease. TF I and WF sep reduced appoximately 35% of the biodegradable organic carbon. In contrast there was no significant elimination by WF II. The AOC results suggest that an AOC production and an AOC elimination process exist in rapid sand filters for groundwater treatment. In the trickling filter column significant AOC production was found, whereas in the wet type filter columns AOC elimination was predominating.  相似文献   

The Carbonate Radical (HCO3·/CO3–·) as a Reactive Intermediate in Water Chemistry: Kinetics and Modelling     

Th. Umschlag  H. Herrmann 《洁净——土壤、空气、水》1999,27(4):214-222

Results from kinetic laboratory studies of reactions of the carbonate radical anion (CO₃^–·) with aromatic compounds in aqueous solution at T = 298 K are presented. Data were obtained in using a laser photolysis laser long-path absorption (LP-LPLA) apparatus which was designed for direct time-resolved studies of radical reactions. For the reactions of CO₃^–· with hydroquinone dimethyl ether (2), methyl anisole (3), benzene (4), p-xylene (5), toluene (6), chlorobenzene (7), nitrobenzene (8), and benzonitrile (9), rate coefficients of k₂ = (3.0 ± 0.6)·10⁷ M^–1 s^–1, k₃ = (9.7 ± 1.7)·10⁵ M^–1 s^–1, k₄ = (3.2 ± 0.7)·10⁵ M^–1 s^–1, k₅ = (3.8 ± 0.9)·10⁴ M^–1 s^–1, k₆ = (6.8 ± 2.3)·10⁴ M^–1 s^–1, k₇ = (2.7 ± 0.6)·10⁵ M^–1 s^–1, k₈ = (1.4 ± 0.5)·10⁴ M^–1 s^–1, and k₉ < 1.3·10² M^–1 s^–1 were obtained. In further studies the effect of temperature on the reactions (2), (4), and (5) has been studied. The kinetic data obtained for the reaction of the carbonate radical anion with aromatic compounds were compared to the corresponding reactions of the hydroxyl radical. Finally, these kinetic data were used within a simple model system to investigate the implications of carbonate radical anion kinetics within water treatment processes. It is shown that the degradation of organic pollutants in ^·OH-radical based water treatment may proceed via the CO₃^–·/HCO_3· radical under certain conditions.  相似文献   

Pioneering patterns of ballast treatment in the emerging era of marine vector management     

《Marine Policy》2017

Human-mediated transfer and invasions of organisms have permanently altered distribution patterns on a global scale. In response to growing numbers and impacts of invasions, global-scale vector management is advancing to curtail unintentional and unwanted species re-distributions. In marine systems, ocean-going ships have been the major dispersal mechanism across biogeographic barriers, and maritime vector management has become a priority global initiative, including national regulations and recent ratification of an international convention to manage ballast water. This paper provides the first analysis of the pioneering patterns of ballast water treatment systems (BWTS) on board commercial ships, using vessel arrivals to the United States as a model system. Over an opening 28-month period, >200 unique vessels arriving to the U.S. reported BWTS operations, using 58 different systems to treat 4.42 million m³ of discharged ballast water. Although this volume represents <2% of all ballast water discharged in the U.S. per month during this period, there was substantial growth in treated ballast discharge throughout this time. Through 2015, ‘Filtration+UV’ systems were the most common BWTS type installed across all ship types. Currently, BWTSs occur on higher numbers of tankers and bulkers, but a higher proportion of passenger vessels, than other ship types. If BWTSs meet the required discharge standards as intended, this will cause a steep reduction in total discharge of organisms ≥50 µm compared to current practices. While several hurdles in fleet-wide BWTS adoption remain, including the timeline for BWTS installation across the global fleet, we are at a significant milestone in the history and evolution of global shipping, which is undergoing wholesale transition to a new and more effective global-scale ballast vector management strategy.  相似文献   

不同类型水处理剂对马海盐湖高不溶物钾盐矿浆的絮凝沉降及过滤性能研究          下载免费PDF全文

马金元  李海民  边红利  张全有 《盐湖研究》2012,20(1):40-43

研究了焦磷酸钠、三氯化铁、硫酸铁、硅酸钠、丙酮、十二烷基硫酸钠、十二烷基苯磺酸钠、聚乙二醇等一些水处理剂与非离子聚丙烯酰胺组合后对马海盐湖高不溶物、低品位固体钾矿矿浆的絮凝沉降效果,找出了对钾矿矿浆絮凝沉降、过滤分离有较好效果的药剂组合。  相似文献   

人工湿地污水处理技术及其在我国发展的现状与前景   总被引：59，自引：1，他引：58  

于少鹏  王海霞  万忠娟  孙广友 《地理科学进展》2004,23(1):22-29

人工湿地有着独具特色的净污机理、功能,正在不断地受到全球的重视。本文在国内外研究的基础上,简要介绍了人工湿地污水处理技术的机理、类型．对其优势与不足进行了系统的分析。作者对我国研究、应用现状和存在问题进行了阐述,认为我国发展人工湿地处理污水具有广阔的发展前景,对目前应当开展的工作提出了战略性的观点。  相似文献   

地震前兆数字化观测系统常见故障的分析与处理     

佟国刚  刘继庆  甄宇同  于洪荏 《东北地震研究》2005,21(1):31-36

本文总结了铁岭地震台前兆数字化观测过程中经常出现的问题和故障，分析了原因并给出了简单的故障处理方法。  相似文献   

Influence of Decarbonisation and Phosphate Dosage on Copper Corrosion in Drinking Water Systems     

Jürgen Dartmann  Thore Alex  Thorsten Dorsch  Esther Schevalje  Klaus Johannsen 《洁净——土壤、空气、水》2004,32(1):25-32

The effect of softening/decarbonisation and dosage of orthophosphate on copper corrosion was studied in pipe rigs according to the German standard DIN 50931, part 1. A literature study with regard to the effects of phosphate dosing on copper corrosion has shown that on the one hand and in most of the cases a dosage of phosphate led to lower copper concentrations. On the other hand phosphate aggravated the copper corrosion in some cases. The mechanisms are not yet clear and the influence of phosphate on the corrosion of copper remains a question to be answered. Using standardised on‐site corrosion tests (DIN 50931‐1) with virgin copper pipes softening/decarbonisation has decreased the copper concentration. Two effects of phosphate on copper corrosion were noticed: Phosphate dosing decreased the copper oxidation and resulted in lower copper concentration in water. Likewise phosphate hindered the precipitation of cupric ions, which prolonged the existence of copper in water and resulted in a higher copper concentration. As a consequence, dosing phosphate can decrease or increase the copper corrosion, this depends on which effect is dominating.  相似文献