Готові списки джерел за темами / Sewage disposal Victoria Planning

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Добірка наукової літератури з теми "Sewage disposal Victoria Planning"

Автор: Grafiati
Опубліковано: 10 грудня 2022
Оновлено: 29 січня 2023

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Статті в журналах з теми "Sewage disposal Victoria Planning"

1

Thoma, K., P. A. Baker, and E. B. Allender. "Design Methods for the Development of Wastewater Land Disposal Systems." Water Science and Technology 27, no. 1 (January 1, 1993): 77–86. http://dx.doi.org/10.2166/wst.1993.0020.

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Recent changes in legislation governing water quality management of receiving water bodies have led to a reappraisal of wastewater land disposal techniques. However, more stringent regulations have also necessitated the development of a multi-disciplinary planning approach, to ensure that land based wastewater disposal is functionally and environmentally sustainable in the long-term. Of principal concern are the long term impact of nutrients, salt and other potential contaminants on the soils of the receiving site and on downstream water quality. Assessment of hydrological, soil physical and geological characteristics, together with civil construction and service considerations, assist in the determination of receiving-site selection, application area and balance storage volume, irrigation method, environmental monitoring system specification etc. Analysis and interpretation of wastewater and soil chemical characteristics determines the pre-application water treatment required, and aliows long-term monitoring of the effect of wastewater disposal on the receiving-site soils. Two case-studies are presented. One describes the planning and design of a recently commissioned land-disposal system using industrial wastewater from a chemical process plant to irrigate a Eucalypt plantation in western metropolitan Melbourne. The other reports on the on-going assessment and planning of a large-scale land-disposal system proposed to accommodate the treated sewage effluent from a large north-west Victorian regional city.
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2

Ellis, Derek. "Sewage disposal protests in Victoria." Marine Pollution Bulletin 18, no. 5 (May 1987): 203. http://dx.doi.org/10.1016/0025-326x(87)90453-x.

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3

Rizzardini, Claudia, and Daniele Goi. "Sustainability of Domestic Sewage Sludge Disposal." Sustainability 6, no. 5 (April 25, 2014): 2424–34. http://dx.doi.org/10.3390/su6052424.

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4

Goodman, Robin, and Nicholas Low. "The Management and Disposal of Hazardous Waste in Victoria." Urban Policy and Research 13, no. 1 (March 1995): 48–56. http://dx.doi.org/10.1080/08111149508551671.

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5

Rosiek, Ksymena. "Directions and Challenges in the Management of Municipal Sewage Sludge in Poland in the Context of the Circular Economy." Sustainability 12, no. 9 (May 2, 2020): 3686. http://dx.doi.org/10.3390/su12093686.

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Landfilling was the main method of sewage sludge disposal in Poland for decades. After Poland’s accession to the European Union (EU), many investments have been made into providing better access to tap water as well as to collect and treat municipal sewage. However, sewage sludge treatment has not been treated as an integral part of the implementation of wastewater management obligations. Stricter European Union regulations regarding the management of municipal sewage sludge (MSS) pose new challenges for Poland. The aim of this study was to analyze changes in the direction of the final management of municipal sewage sludge in Poland based on the analysis of strategic documents, regulations, literature, and available statistical data. The aim of the analysis was to search for directions to modify how sewage sludge is managed, given the approach promoted by the circular economy concept. The results prove that investments in wastewater treatment plants according to the EU sewage directive are not applied to the development of infrastructure that would enable the disposal of sewage sludge, which, for many years, has been stored (landfilling) or used directly in agriculture and ground reclamation. The introduction of stricter regulations in the area of sewage sludge usage and better wastewater treatment have increased the level of difficulties concerning sewage sludge management. Poland faces the challenge of defining sewage sludge management directions. The circular economy concept offers an approach that can be the basis for the creation of a new sewage sludge management strategy for Poland. The concept allows the combined goals of sewage sludge disposal and of energy and nutrients recovery to be achieved.
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6

Xu, Jingcheng, Li Ping, Haihua Cao, Wei Liu, Yunhui Gu, Xiaohu Lin, and Juwen Huang. "Application Status of Co-Processing Municipal Sewage Sludge in Cement Kilns in China." Sustainability 11, no. 12 (June 15, 2019): 3315. http://dx.doi.org/10.3390/su11123315.

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Municipal sewage sludge (MSS) disposal is an urgent issue in China with the continuous growth of sewage treatment capacity. Among various disposal methods, co-processing of MSS in cement kilns has been one of the most promising disposal methods in recent years. The present situation of sewage treatment and sludge disposal, the development of co-processing MSS in a cement kiln, and main disposal routes in China were discussed in this study. The results indicated that China had paid considerable attention to the technology and released correlative policies in the past few years. There were about 35 co-processing projects built in China, all of which were limited by construction scale and pollutant emissions. Due to differences in construction methods and economic conditions, China’s co-processing projects mainly employed three routes—direct addition to a transition chamber, addition to a precalciner after direct thermal drying, and addition to a precalciner after indirect drying. Summarizing and analyzing the characteristics of MSS co-processing would facilitate its development in China and similar regions.
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Cecconet, Daniele, and Andrea G. Capodaglio. "Sewage Sludge Biorefinery for Circular Economy." Sustainability 14, no. 22 (November 10, 2022): 14841. http://dx.doi.org/10.3390/su142214841.

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Sewage sludge processing and disposal have a significant weight on the energy and economic balances of wastewater treatment operations and contribute substantially to greenhouse gas emissions related to wastewater processing. Despite this, sewage sludge contains substantial recoverable resources in the form of energy and useful molecules. The current challenge, other than reducing the environmental and economic impacts of its disposal, is to recover energy and materials from this waste stream, implementing a biosolid-centered circular economy with the greatest possible added value. A number of options along these lines exist, and others are being investigated, ranging from biological processes, thermochemical technologies, bioelectrochemical processing, biorefineries and others. Recoverable resources comprise biogas from sludge fermentation, liquid and solid end products (e.g., biodiesel and biochar) and valuable nutrients (N and P). This paper presents a state of the art of biorefinery, with emphasis on recent developments in non-conventional resource recovery from EBSS streams for sludge-based circular economy implementation. Expectations and limitations, including technological readiness, of these technologies are discussed.
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8

Grünhäuser Soares, Erick, João Castro-Gomes, Mateusz Sitarz, Tomasz Zdeb, and Izabela Hager. "The Immobilisation of Heavy Metals from Sewage Sludge Ash in CO2-Cured Mortars." Sustainability 13, no. 22 (November 22, 2021): 12893. http://dx.doi.org/10.3390/su132212893.

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Анотація:
Sewage treatment processes are a serious environmental threat due to the difficulties involved in its waste management and disposal. Therefore, one developing trend in sewage sludge processing is its thermal treatment, which generates sewage sludge ash that may contain many environmental pollutants, such as heavy metals. Moreover, due to the European Union requirements that not only focus on the waste generation reduction but also on its reuse and final disposal, it is essential to pursue new applications of such resources, such as the waste-based material incorporation into alternative cementitious materials. Thus, this study evaluated the heavy metals leachability of CO2-cured mortars incorporating sewage sludge ash as filler. For this purpose, Portland cement, reactive magnesia, and electric arc furnace slag were used to produce three different CO2-cured mortars, which were cured though pressurised accelerated carbonation curing for 24h. These mortars presented up to 12.7 MPa as compressive strength and their carbonation was confirmed by TG-DTG and FT-IR analyses. Their leachability of heavy metals met the European requirements for all waste materials, including inert materials, and post-industrial wastewater. Therefore, the immobilisation of heavy metals in this binding technology may be considered an effective method to safely manage sewage sludge ash.
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9

Ospanov, Kairat, Timur Rakhimov, Menlibai Myrzakhmetov, and Dariusz Andraka. "Assessment of the Impact of Sewage Storage Ponds on the Water Environment in Surrounding Area." Water 12, no. 9 (September 5, 2020): 2483. http://dx.doi.org/10.3390/w12092483.

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Due to geographical limitations (lack of natural receivers of treated wastewater) large sewage storage ponds are the main method of sewage disposal in the Republic of Kazakhstan. The paper presents the results of research on the environmental impact of sewage ponds serving the city of Kostanay (Kazakhstan). The scope of the research included the determination of basic quality parameters of raw and treated wastewater, the analysis of the chemical composition of groundwater in the vicinity of sewage ponds, and the analysis of the water quality of the Tobol River. The obtained results showed that efficiency of treatment facilities was unsatisfactory and water quality in the ponds did not meet requirements for surface waters for fishery. Highest contamination of groundwater was observed in sampling points close to the sewage ponds and was decreasing while the distance from the ponds was increasing. Multivariate analysis of the research data indicated that sewage from storage ponds, infiltrating into the ground, may affect quality of groundwater, which in turn supplying the Tobol River may also determine the quality of the river water.
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10

Chmielowski, Krzysztof, Piotr Bugajski, and Grzegorz B. Kaczor. "Comparative analysis of the quality of sewage discharged from selected agglomeration sewerage systems." Journal of Water and Land Development 30, no. 1 (September 1, 2016): 35–42. http://dx.doi.org/10.1515/jwld-2016-0019.

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AbstractThe study provides a comparative analysis of the quality of sewage discharged from selected sewerage systems. The analyzed data were collected from 10 agglomeration sewerage systems discharging sewage into collective wastewater treatment plants (WTP). The investigated pollution indicators included BOD5, CODCr, total suspended solids and biogenic indicators such as total nitrogen and total phosphorus. These results were compared with the outcomes reported in commonly available research papers on sewage disposal. Considering the concentration of individual pollution indicators, more detailed categories of sewage pollution were adopted in this work. The sewage was divided into five basic groups: I – highly concentrated, II – concentrated, III – moderately concentrated, IV – diluted, and V – highly diluted. The sewage categories accounted for the following pollution indicators: BOD5, CODCr, total suspended solids, total phosphorus and total nitrogen. Mean BOD5, CODCr and total suspended solids in raw sewage were higher than average values reported in the referenced literature. Contrary to that, concentration of total phosphorus in raw sewage was significantly lower than reported by other authors. The outcomes of this study suggest that the predictions concerning pollution degree of raw sewage made at WTP design stage should not be based exclusively on general values provided in literature reports.
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Дисертації з теми "Sewage disposal Victoria Planning"

1

Hooper, Jonathan Nigel. "A knowledge based system for strategic sludge disposal planning." Thesis, Cardiff University, 1993. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.262163.

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2

Mhlongo, Thabani. "Evaluating the impact of asset management in the water industry : a case study of East Rand Water Care Company (ERWAT)." Thesis, Stellenbosch : Stellenbosch University, 2014. http://hdl.handle.net/10019.1/86711.

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Thesis (MPA)--Stellenbosch University, 2014.
The asset management process and strategy has been adopted and implemented within the public sector. Although the National Treasury developed the Capital Asset Management Guidelines to assist with the development and implementation of the asset management system the guidelines have received very little attention over the years. The Auditor General’s findings indicate a lack of proper implementation of the asset management process. The study provides a clear indication of the implementation of the asset management process by most government entities, local government municipalities and the public sector. The outcome is that while most entities have made progress with regards to the implementation, much remains to be done. Most entities implement the asset management process selectively. This does not yield positive and sustainable results and they end up abandoning the whole asset management system. The report provides the process of successful development and implementation of asset management, it also indicate that if there are element that are missed or not properly done the process will not yield constant results or performance and the impact on the organization performance will not be positive. The management of the organization must ensure that asset management is aligned with strategic objectives of the organization and performance measurement must be directly linked with asset management, performance measurement should be used to determine progress and implementation. Service level agreements must be established between all relevant departments including the finance department and there must be agreement on the objectives between all stakeholders. The key to proper implementation is the alignment of the asset management process with the strategic objectives of the organization.
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3

Herero, Jan Johannes. "Towards ecological sustainable sanitation : Oshiwana Penduka informal settlement." Thesis, Stellenbosch : Stellenbosch University, 2008. http://hdl.handle.net/10019.1/21437.

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Анотація:
Thesis (MPhil)--Stellenbosch University, 2008.
ENGLISH ABSTRACT: This study undertakes a scientific investigation into the social and environmental problems encountered by the Oshiwana Penduka informal settlement as a result of the lack of a proper sanitation system. This informal settlement is located on the periphery of the municipal boundaries of the town of Mariental in Southern Namibia, about 270 kilometres south of the capital, Windhoek. The unique problem faced by the settlement is the absence of sanitation facilities or sewage system as a method of solid waste management. Needless to say, the informal settlement is characterized by overcrowding, poor sanitation, lack of housing, unemployment and poverty. From the literature review, it became clear that inadequate water supply and sanitation posed serious implications to the physical environment and human health. The literature also reveals that these core challenges are propagated by the continual influx of people to urban areas and the re-birth of irregular settlements. In light of the above, the problem statements to be addressed are the following, namely: what is the impact of the absence of a proper and sustainable sanitation system on the inhabitants of the Oshiwana Penduka informal settlement and what can be done by the Mariental Municipality to address the concerns raised? The key research methods applied for this study entails individual semi-structured questionnaires and key informant groups. The answers to the interviewed questions are highlighted in chapter four and the interpretation of the research findings are constituted in the latter chapter. The hypothesis was proven false and the new model of thinking generated is suggesting that the prevailing social and environmental problems are caused by the absence of toilet facilities. It is evident to note from the study results that the negative social impact, which is being attributed by inadequate sanitation in the informal settlement, is severe and lethal to human health. In order to prove the hypothesis, data has been collected at household levels from the informal settlers. Despite the survey results which support the conventional water borne sanitation as the most preferred sanitation system, vacuum system as an ecological sanitation technology is recommended for this informal settlement. This particular sanitation system works on the principle of enhancing water conservation, recycling, reduction of health, and promotes environmental integrity.
AFRIKAANSE OPSOMMING: Hierdie studie onderneem ʼn wetenskaplike ondersoek na die sosiale en omgewingsprobleme, wat ondervind word deur die Oshiwana Penduka informele nedersetting en die gebrek aan ʼn behoorlike sanitasie stelsel. Hierdie betrokke informele nedersetting is geleë aan die buitewyke van die munisipale grense van die dorp Mariental. Die dorp Mariental is geleë in die suidelike deel van Namibië, ongeveer 270 km suid van die hoofstad Windhoek. Die unieke problem wat hierdie nedersetting ondervind is die afwesigheid van sanitasie fasiliteite of ʼn rioolstelsel wat ʼn soliede metode van goeie rioolbeheer is. Hierdie nedersetting word gekenmerk deur oorbevolking, swak sanitasie, gebrek aan behuising, werkloosheid en armoede. Vanuit die literatuurstudie, het dit aan die lig gekom dat onvoldoende water toevoer en sanitasie ernstige implikasies vir die fisiese omgewing en die menslike gesondheid inhou. Die literatuur het ook aan die lig gebring dat hierdie basiese probleme vererger word deur die aanhoudende invloei van mense na die stedelike gebiede. In die lig van bogenoemde, is die probleemstelling wat aangespreek moet word, soos volg: wat is die gevolge van ʼn gebrek aan ʼn behoorlike en volhoubare sanitasiestelsel vir die inwoners van die informele nedersetting en wat kan die Mariental Munisipaliteit doen om hierdie problem aan te spreek? Die navorsingsmetode wat aangewend word bevat individuele semi- gestruktureerde vraelyste en sleutel fokusgroepe. Die antwoorde op die onderhoudsvraelyste word vervat in hoofstuk vier en die vertolking van die navorsingsbevinding word in die daaropvolgende hoofstuk aangebied. Die hipoteses was verkeerd bewys en die alternatief wat gegenereer is, stel voor dat die bestaande sosiale en omgewingsprobleme veroorsaak word deur die afwesigheid van toilet fasiliteite. Ten spyte van die navorsingsresultate, wat ʼn watersanitasiestelsel as die meeste verkose stelsel ondersteun, word ʼn suigstelsel as ekologiese volhoubare tegnologie vir hierdie informele nedersetting aanbeveel. Hierdie betrokke sanitasiestelsel toon verskeie voordele, onder andere bewaring van water, vermindering van gesondheidsprobleme en die bevordering van omgewingsvolhoubaarheid.
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Kuo, Chin-Ching, and 郭進慶. "Feasibility research of sewage disposal planning of initial stage of Stormwater of community''s drainage system." Thesis, 2007. http://ndltd.ncl.edu.tw/handle/54uy3f.

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Анотація:
碩士
國立中山大學
海洋環境及工程學系研究所
95
This research is based on the plan and design of Datang constructed wetland as a storm water wetland system. Qantity of the discharges from Datan community drainage system including its branches surround Dapeng Bay National Scenic Area are estimated. The objectives of this research is to study the possibilities of using the concept of stormwater wetland system for including the Datan constructed wetland and Lin-Bian right-bank wetland as flood detention wetland system and treatment wetlands during the dry season. Generally, flood detention ponds are not functioning except during storm seasons. Rainfall are mostly concentrated from June to September in southern Taiwan (mainly due to southwest monsoon and typhoon), the Datan wetland has therefore planned to treat the domestic sewages and the disposal from aquaculture farms during the dry season, and first flushing drainage during storm season. Besides the flood detention volume, Datan wetland has been designed into four major sections, a) primary settling for settle part of the suspended particles and aeration; b) bio-filtration through 2 sets of bio-filter using crushed bricks and oyster shells as filter media, mainly designed for BOD removal and partly early denitrification; c) followed by shallow weeds pond for reaeration and nutrients uptake by plantation; d) entering a series of open water ponds for stabilization. Landscape has been take good care for recreative function and habitat reserved for variety of birds. Due to the flood detention function will flood the basin few times a year, variable depth environment and plantations are designed. Wetland maintains ordinary water level at EL=-1.1m, maximum flood detention can go as high as EL=+1.5m. The wetland has effective surface approximately 5.5 ha., maximum flood detention quantity approximately 130,000 cubic meters. Since the area is tidally affected, influents contain different levels of salinities. Plantation becomes a difficult issue for the Datan wetland, due to the saline waters. Mangrove is the best choice, so far, for this situation. The mangrove forest has the richest productivity on wetland ecosystem, and can carry on the physical biology multistage degeneration to the sewage and absorb various pollutants. Hydraulic analysis estimates the peak discharge of Datan drainage system’s 10 year flood frequency is 20.17cms, Datan constructed wetland and Linbian right bank constructed wetland can reduces the peak rate of 8.06cms and 4.38 cms, respectively. In addition, most of the branches of the Datan drainage system are thus achieve the ten year return period bench mark from the HEC-RAS evaluation The water quality monitoring results after one month of operation have shown the average elimination rates, TOC=-10%, BOD5=53%, TKN=71%, NH3-N=88%, NO3-N=65, NO2-N=90%, TN=70%, TP=52%, OP=56%, Chl.a=-61%, SS=4%, the turbidity (NTU)=70%. BOD and nutrients are shown effective reductions, while the SS and the chlorophyll-a are correlated mainly due to the plankton growth in the open waters. Long-term monitoring is continuing for the evaluation of the water quality purification function and the operational management model.
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5

Godel, Addison McMillan. "Metropolitan Equipment: Architecture and Infrastructural Politics in Twentieth-Century New York City." Thesis, 2021. https://doi.org/10.7916/d8-26qx-v550.

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This dissertation explores architectural building types as critical components of, and unique points of interface with, three infrastructural systems, built or re-built in New York City in the decades after World War II. While contemporary infrastructure is enmeshed in regional and global networks far beyond the administrative bounds of the five boroughs, an architectural focus reveals these systems as inescapably local, tied to political struggles surrounding the siting, design, and construction of buildings; to socio-technical imperatives of density; to material consequences like traffic and air pollution; and to aesthetic effects like beauty, monotony, and monumentality. Three case studies—in food distribution, telephone service, and sewage treatment—explore different spatial techniques involved in the management of commodities, information, and waste. Reading each through the social history of technology, as well as the disciplinary tools of architectural history, brings to light unique aspects of architecture’s participation in the political, social, and technological landscapes of the contemporary city. This dissertation looks closely at the prewar roots and postwar creation of New York’s present-day systems: the adoption of the infrastructural buildings we see today, and the rejection of alternatives in design, values, and policies. It argues that the city’s vital systems, and their architectural manifestations, were largely designed according to the needs of various elite groups, in ways that supported the long-term deindustrialization and stratification of urban existence, though not according to a consistent or coherent plan. Well-studied postwar phenomena such as decentralization, automation, demographic change, and “urban crisis” take on different casts as familiar characters like politicians, property owners and architects are joined by monopoly corporations, technicians, and neighborhood organizers. Granular study of the processes that led to the adoption of particular plans, and the rejection of alternatives, reveals the city’s visual and functional landscape as one shaped by a wide—though far from democratic—range of actors. Today, these same infrastructures, physically durable even as their social use has been redirected or transformed, continue to participate in an ostensibly postindustrial and rapidly gentrifying city. By reexamining the narratives of these systems’ design and construction, the study of infrastructural architecture illuminates this inequitable history, while revealing moments of resistance and supporting calls for the further democratization of urban life by those whose needs have been discounted.
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6

Campbell, Stuart John. "The eco-physiology of macroalgae from a temperate marine embayment in southern Australia." Thesis, 1999. https://vuir.vu.edu.au/15579/.

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This study investigated the effects of nitrogen and phosphorus on the growth and ecophysiology of a number of dominant species of macroalgae at a site in Port Phillip Bay (PPB), a large shallow water marine embayment located on the central southern coast of Victoria, Australia. This thesis investigated the physiological processes (i.e. photosynthesis, growth, nutrient uptake) of three species of macroalgae, Hincksia sordida (Harvey) Clayton (Phaeophyta), Polysiphonia decipiens Montague (Rhodophyta) and Ulva sp. (Chlorophyta) in response to a range of environmental regimes.
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Книги з теми "Sewage disposal Victoria Planning"

1

Wastewater treatment plants: Planning, design, and operation. Lancaster: Technomic Pub. Co., 1994.

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2

Qasim, Syed R. Wastewater treatment plants: Planning, design and operation. Eastbourne: Holt, Rinehart &Winston, 1985.

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Wastewater treatment plants: Planning, design, and operation. 2nd ed. Lancaster, Pa: Technomic Pub. Co., 1999.

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4

Qasim, Syed R. Wastewater treatment plants: Planning design and operation. New York: Holt, Rinehart, and Winston, 1985.

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5

Feiden, Wayne M. Planning issues for on-site and decentralized wastewater treatment. Chicago: American Planning Association, 2006.

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6

Erlenbach, Dave. Planning guide for on-site greywater disposal systems for recreational and administrative sites. San Dimas, Calif: U.S. Dept. of Agriculture, Forest Service, Technology & Development Center, 1995.

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7

Erlenbach, Dave. Planning guide for on-site greywater/wastewater disposal systems for recreational and administrative sites. San Dimas, Calif: U.S. Dept. of Agriculture, Forest Service, Technology & Development Program, 1998.

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8

Erlenbach, Dave. Planning guide for on-site greywater/wastewater disposal systems for recreational and administrative sites. San Dimas, Calif: U.S. Dept. of Agriculture, Forest Service, Technology & Development Program, 1998.

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9

Erlenbach, Dave. Planning guide for on-site greywater/wastewater disposal systems for recreational and administrative sites. San Dimas, Calif: U.S. Dept. of Agriculture, Forest Service, Technology & Development Program, 1998.

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10

Armstrong, D. Temporary sanitary sewage detention system. [Edmonton, Alta.?]: Alberta Municipal Affairs, 1988.

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Частини книг з теми "Sewage disposal Victoria Planning"

1

"plant [n], sewage disposal." In Encyclopedic Dictionary of Landscape and Urban Planning, 707. Berlin, Heidelberg: Springer Berlin Heidelberg, 2010. http://dx.doi.org/10.1007/978-3-540-76435-9_9909.

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"sewage disposal field [n]." In Encyclopedic Dictionary of Landscape and Urban Planning, 897. Berlin, Heidelberg: Springer Berlin Heidelberg, 2010. http://dx.doi.org/10.1007/978-3-540-76435-9_12634.

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"sewage disposal plant [n]." In Encyclopedic Dictionary of Landscape and Urban Planning, 897. Berlin, Heidelberg: Springer Berlin Heidelberg, 2010. http://dx.doi.org/10.1007/978-3-540-76435-9_12636.

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"pipe [n] [UK], sewage disposal." In Encyclopedic Dictionary of Landscape and Urban Planning, 696. Berlin, Heidelberg: Springer Berlin Heidelberg, 2010. http://dx.doi.org/10.1007/978-3-540-76435-9_9617.

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"sewage disposal pipe [n] [UK]." In Encyclopedic Dictionary of Landscape and Urban Planning, 897. Berlin, Heidelberg: Springer Berlin Heidelberg, 2010. http://dx.doi.org/10.1007/978-3-540-76435-9_12635.

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"2866 individual sewage disposal system [n] [US]." In Encyclopedic Dictionary of Landscape and Urban Planning, 472. Berlin, Heidelberg: Springer Berlin Heidelberg, 2010. http://dx.doi.org/10.1007/978-3-540-76435-9_6481.

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"complaints or problems relating to disposal of sewage sludge to land were related to odour nuisance. Table 1. Summary of complaints or problems relating to disposal of sewage sludge to land in the UK (1980 data)(^) Type of problem Per cent occurrence Environmental nuisance (smell) 60 Transport 19 Water Pollution 10 Agricultural 5 Metals 4 Veterinary 1 Planning consent 1 100 It is clear from this that odour nuisance is an important problem and it follows that standard methods of scientifically measuring odours are desirable. ACHYHX Iff QQ2I M l . SUBdGTOUP .r.OBMBS' This sub group was established in 1984 as part of the activity of Working Party 1 but drawing on experts from outside the Working Party. The Chairman is Mr J H Voorburg of the Netherlands and other experts in odours include Dr M Hangartner (QD, Dr J Hartung (D), Dr A Eikun (No) and Mr V C Nielsen (UK). Mr H M Scheltinga (NL) and A M Bruce (UK) are also members of the group. The sub-group is hoping to complete its tasks quickly, the main ones being (a) To develop proposals for a harmonised and standardised odour measurement technique (b) To exchange information about research on odour measurement and control. On (a) good progress has been made in collecting information on the existing guidelines in different countries for sampling and transportation of samples for odour measurement, for dilution techniques and for panel selection etc. The question of acceptable levels of odour intensity is net being considered. All these matters will be discussed at this joint Workshop and it is hoped that clear recommendations will emerge from the experts so that a formal report can be presented for discussion at the COST 681 4th Symposium to be held in Rome in October 1985. In regard to objective (b), one of the major tasks of the sub-group has been to compile an inventory of organisations and scientists in Europe who are actively involved in research on the measurement and/or." In Odour Prevention and Control of Organic Sludge and Livestock Farming, 19. CRC Press, 1986. http://dx.doi.org/10.1201/9781482286311-13.

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