Sanitär- und Kommunaltechnik; Umwelttechnik
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Organisationseinheit der BAM
- 4 Material und Umwelt (353)
- 1 Analytische Chemie; Referenzmaterialien (153)
- 4.1 Biologische Materialschädigung und Referenzorganismen (121)
- 6 Materialchemie (93)
- 8 Zerstörungsfreie Prüfung (80)
- 7 Bauwerkssicherheit (78)
- 1.8 Umweltanalytik (69)
- 8.1 Sensorik, mess- und prüftechnische Verfahren (65)
- 4.3 Schadstofftransfer und Umwelttechnologien (63)
- 4.0 Abteilungsleitung und andere (62)
In 2011, the German Association of Engineers (VDI) started working on a set of guidelines towards increased resource efficiency. These guidelines represent a framework that defines resource efficiency and outlines considerations for the producing industry. A special guideline for SMEs is included as well as guidelines on methodologies for evaluating resource use indicators, such as the cumulative raw material demand of products and production systems. Resource efficiency, defined here as the ratio of specific quantifiable use to natural resource consumption, can be evaluated by defining a function which expresses the specific use and quantifies the resource requirements through a set of indicators (use of raw materials, energy, water, land and ecosystem services including sinks). The results from this also depend on the system boundary parameters and the allocation rules for by-products and waste treatment options. Optimising resource use is possible at all stages of a product’s or production system’s life cycle chain (raw material extraction, production and manufacturing, use and consumption, and the end-of-life stage). VDI guidelines are widely accepted across Germany’s industrial sector and therefore represent an important means of mainstreaming resource efficiency in this target area. As well as providing a methodological framework, the guidelines describe strategies and measures towards increasing resource efficiency, and they enable industrial producers and service providers to identify potential areas of improvement. The full article presents an overview of the methodology and contents of these guidelines and discusses their impact in achieving absolute reductions in the industrial use of natural resources.
In the last several decades, the rural exodus has led to an increasing number of inhabitants in the urban areas. The increased building and infrastructural construction caused the transformation of the landscape and to an increased land sealing in these areas. Consequently, the increased land sealing influences the air temperatures in the cities, since houses, streets and squares heat up continuously. As a result, the city and metropolitan areas became significantly warmer than their surroundings - the effect is known as Urban Heat Island (UHI). These changes have a negative impact for the quality of life. To deal with the negative effects of UHI, a high level of technical and financial effort is necessary. The costs caused by the UHI effects are in the range of several billion US dollars worldwide per year. The recent studies on UHI showed that the established methods like parks and green spaces or bright coatings for roof areas will soon not be able to effectively cope with the UHI effect in urban areas. Therefore there is a need for additional methods to mitigate UHI effect in the cities. The streets, sidewalks and squares represent approximately 30% to 40% of the inner cities areas. If these areas are designed functionally, they can have a significant impact on the UHI. This contribution focuses on development of a concrete paving stone with self-cooling properties. For the cooling effect the evaporative cooling is used. The paving stone is able to store large quantities of water and deliver during appropriate environmental conditions. This paper deals with the results of the long-term experiments on the test-fields under different climatic conditions. To interpret the test-field-results, laboratory tests were carried out as well. The paper presents and discuss the obtained results, and points out the difficulties occurred.
In 2011, the German Association of Engineers (VDI) started working on a set of guidelines dealing with the improvement of resource efficiency. These guidelines represent a framework that defines resource efficiency and outlines proposals for the producing industry. A special guideline for small and medium-sized enterprises (SMEs) is included as well as guidelines on methodologies for evaluating resource use indicators, such as the cumulative raw material demand of products and production systems. The work on resource use indicators is still in progress. The evaluation of raw materials expenditure will include water, soil and land use. The model will include the availability of raw materials (criticality). Improving resource efficiency at the end-of-life stage is illustrated in this paper by the example of materials recovery from waste, here from residues out of municipal solid waste incineration (MSWI). With mechanical treatment valuable materials like ferrous and non-ferrous metals and secondary construction material can be extracted from MSWI bottom ash. The potential contribution on the resource efficiency is discussed.
The reliable characterization of subsurface contamination of spatially extended contaminated sites is a challenging task, especially with an unknown history of land use. Conventional technologies often fail due to temporal and financial constraints and thus hinder the redevelopment of abandoned areas in particular. Here we compare two site screening techniques that can be applied quickly at relatively low cost, namely Direct Push (DP)-based groundwater sampling and tree core sampling. The effectiveness of both methods is compared for a rural megasite contaminated with chlorinated hydrocarbons. Unexpected pollution hot spots could be identified using both of these methods, while tree coring even enabled the delineation of the contaminant plume flowing into an adjacent wetland inaccessible for DP units. Both methods showed a good agreement in revealing the spatial pattern of the contamination. The correlation between groundwater concentrations and equivalent concentrations in wood was linear and highly significant for trichloroethene. Correlation was less obvious for its metabolite cis-dichloroethene, but still significant. As outcome of our study we recommend tree coring and for initial screening in combination with a DP sampling to retrieve quantitative data on groundwater pollutants in order to assess the contamination situation of a non- or only partly investigated site. The subsequent placement of monitoring wells for long-term monitoring of contamination levels is recommended. A combination of methods would achieve more relevant information at comparable or possibly even lower efforts in comparison to a conventional site investigation.
This report supports the implementation of European regulations on biocidal products for the product types 7, 9 and 10. Emission of active substances from material preservatives into environmental compartments can occur due precipitation. Risk characterisations have to be based on estimations of environmental concentrations of target substances leached from material preservatives. Harmonised test procedures are required to predict environmental impact due to leaching. Seventeen treated articles, mainly paints, but also a textile, sealing tapes and sealing masses were investigated by intermittent contact to water to prove suitability of the proposed laboratory test procedure. Parameters that affect leaching of active substances were examined.
Further development of a semi-analytical model to describe laboratory leaching data revealed that the model can be improved if changes of the leachability of substances during the test are supposed and integrated. Six paints and a textile were exposed to weathering to compare results from laboratory and field experiments. Similarities between leaching processes in both test approaches were observed. Generally, emissions of active substances are considerably higher in laboratory tests than from vertically installed test specimens exposed to weathering. Competing processes that cause losses of active substances can occur in both tests, but to a higher degree in field experiments. In addition, the influence of meteorological parameters on leaching processes was investigated. Factors besides the amount of driving rain were identified that effect leaching processes by complex interaction. Relations between laboratory and field data were analysed, and the applicability of the semi-analytical model was tested for field data. Guidance documents for leaching tests under laboratory and field conditions were drafted and discussed with experts on EU Level workshop 3./4. July 2014, BAM, Berlin), and are included in this Report.
Improving resource efficiency at the end-of-life stage is illustrated in this paper by the example of materials recovery from waste, here from residues out of municipal solid waste incineration (MSWI). With mechanical treatment valuable materials like ferrous and non-ferrous metals and secondary construction material can be extracted from MSWI bottom ash. The potential contribution on the resource efficiency will be discussed.
In order to estimating the amount and kind of emissions from polymeric sporting tracks a laboratory test was developed in BAM that combines artificial weathering and subsequent batch and column tests [1, 2, 3]. The goal consisted in nvestigating a possible change of emissions into soil and groundwater of a new sporting ground as a function of ageing and egradation of the system. At various stages of the weathering, the samples were removed and subjected to especially designed column extraction tests for the solid samples. Both these extracts and the accumulated rainwater run-off of the weathering device were subjected to analytical tests of their ingredients. The overall aim of the test consisted in developing ontrollable, reproducible, and standardisable conditions and methods of investigation that would allow an estimation of the emissions in the course of outdoor application of about five years.
Determining a pore structure’s mechanical and chemical data on lime rendering exposed
outdoors and including masonry in the laboratory, with regard to their behaviour on moisture
transport and weathering was the objective. In search of clues for a dose-response relation -
i.e. upon a connection between the emission rate of SO2 and NOx on one hand and the degree
of damage to mainly plaster having a lime component on the other - it has been of interest to
what extent their structural characteristics including pore space are modified and so
consequently also physico-technical properties and chemical composition. For determining
corresponding criteria, a widely diversified spectrum of test methods such as to obtain data
concerning porosity and moisture transport, mechanical behaviour, and chemistry as well is
available. A description of the manufacture of plate-shaped rendering specimens with lime
putty, industrially hydrated lime and dolomitic hydrate (the last two also having a cement
admixture) and also hydraulic lime as binding agents is included. First deposition velocity and
absorption rate for SO2 were determined in laboratory tests on these materials in dry and
moist states. After their exposure on outdoor racks at six locations in the Berlin region with
differing SO2 atmospheric contents over at least 5 years, the samples of course show timedependent
modifications of chemical and physical qualities which are especially reflected in
the form of profiles of structure, strength and concentration, e.g. for sulphate. Local climatic
differences, however, partly exert a greater influence on material than emissions. Similar
investigations were performed on samples of comparable composition exposed 4 and 17
years. But the real surprise is furnished by the renderings’ behaviour depending upon
orientation and upon height at a building. Since weathering behaviour and moisture transport
(absorption, storage, release) are directly interdependent, further criteria are necessary for a
critical assessment of a plasters’ pore structure. Starting from sands, plasters were
characterized. The structural parameters were lastly influenced by the respective contents of
sand, binder and mixing water. These results and those gained from bricks naturally find their
expression in masonry sections manufactured there from, and above all in their capillary and
evaporative behaviours, and also when applying different test liquids. Summary and cited
literature is given at the end of this report.