Collection of sewage from toilets in a closed tank provides good protection for the environment and health. The closed tank reduces emissions of fertilizing substances, and other substances that may pose a risk, such as pathogens and drug residues. To reduce the water volume in the tank, it is advantageous to connect an extremely low-flush toilet, which means that the average flush volume is a maximum of 1 liter per flush. It is important that the toilet system is reliable for the technology to be used to a greater extent. This study examines experiences and functioning of extremely low-flush toilets to identify possible deficiencies and possible areas for improvement. Information has been obtained through telephone interviews and online surveys. The result shows that most respondents are generally satisfied with their extremely low-flush toilets. For the system to function optimally, it must be properly installed and maintained. There are some deficiencies that are more common, such as interruptions caused by flushing of incorrect objects or incorrect installation, but also some occasional errors. Many malfunctions appear to be caused by improper use or installation. There may be a need to develop certain technology components, such as the alarm function. The sound when flushing can be perceived as too loud. It is important that there are clear instructions for installation, maintenance, and use, as well as functioning service networks in case of problems.

No description available.

Numerical statistical methods were used to analyse the species in the genus Sceloporus using cranial osteology, external meristic and numeric characters, karyology, display behavior and geographic distribution. A new phylogeny for the genus is proposed with three main branches or Groups: Group I, a primitive group, evolved from Uta, Urosaurus and Sator in Miocene times. This Group speciated from gadoviae in the south to merriami in the north and contains 7 species in 3 species groups. Group II arose from Group I and evolved from centrally located pictus in all directions throughout Mexico. It contains approximately 19 species in 5 species groups. Group III also arose from the primitive stock of Group I and speciated from several desert refugia created by Pleistocene glaciation. Evolution of this Group in Mexico was generally from north to south with malachiticus extending as far south as Panama. This Group contains approximately 32 species in 5 species groups. It is suggested that the three main divisions of Sceloporus should be given taxonomic recognition.

Abstract Orogenic gold deposits from the Reefton goldfield in New Zealand hosted in Ordovician metasediments of the Greenland group have produce 67 tons of gold before 1951. The Blackwater mine in Waiuta account for about 1/3 of the gold production at Reefton prior 1951. The ore system at Blackwater consist of NE trending steeply dipping gold-bearing quartz veins (Birthday reef) occurring in faulted, sheared and folded alternating sequence of sandstone-mudstone metamorphosed to low greenschist facies and hydrothermally altered proximal to distal from the quartz vein. Host rock and ore forming fluids interaction resulted in a systematic change in the mineralogy and geochemistry of the wallrock developing a distinctive footprint of the ore system. The mineral assemblage subsequent to hydrothermal alteration is formed by quartz veining, chlorite, carbonates (minor calcite-dolomite-ankerite-siderite), albite, K-Mica and composite quartz-carbonate veining, carbonates spotting, pyrite, arsenopyrite, chalcopyrite, cobaltite, galena and in a lesser extent ullmannite, gersdorffite, pentlandite, millerite and sphalerite. Mass balance calculation based on geochemical data obtained by ultra-low detection analysis with a detection limit in part per trillion of Au, As and Sb provide new insight in the geochemical footprint of the ore system at Blackwater. A clear zone of roughly 40 meters (20 meters above and below the birthday reef) is enriched in Au, As and Sb up to respectively 6806%, 605% and 891% compared to the un-mineralised protolith. Furthermore, mass changes in K2O and Na2O indicate a consistent decrease in Na and increase in K in the vicinity of the Birthday reef reflecting the replacement of albite by K-mica. This is corroborated by pattern of alkali alteration index Na/Al for albite and 3K/Al for K-Mica showing similar trend. Carbonation and de/-hydration index also exhibits peaks in samples adjacent to the Birthday reef, though carbonation index is also influenced by carbonates content in the protolith or late carbonation that may not related to gold mineralisation. Using the indicators above-mentioned it is possible to define the mineralogical and geochemical “footprint” for the ore system in the host rock allowing to use this footprint as a tool for mineral exploration for orogenic gold deposits similar to Blackwater. Given that the geochemical footprint of orogenic gold deposit such as Blackwater is significantly wider than the economically viable part of the deposit defining the footprint of the ore system offers the potential for vectoring from sub-economic mineralisation towards higher-grade ore that is economically viable.

<p>Hammarby Sjöstad is a new district in southern Stockholm. A main objective with the Sjöstad project was to halve the environmental impact compared to other construction work. The environmental goals involve a halved water consumption rate, a local treatment of storm water and trials aiming to extract nutrients from the waste water. Sjöstadsverket is an experimental treatment plant used for testing new treatment processes for domestic waste water from Hammarby Sjöstad. The results are to be compared with the conventional process used at Henrikdals treatment plant today. Two aerobic and two anaerobic main treatment processes are to be tested before decision of full scale is taken in 2005.</p><p>Anaerobic treatment without heating, as a way to reduce the content of organic material in the waste water, consumes less energy than conventional methods. Anaerobic reactors are usually operated at 37°C. It is possible to attain a high COD-reduction at lower temperatures, assumed a longer contact time between biomass and waste water. In an Upflow Anaerobic Sludge Blanket (UASB) - reactor the microorganisms form granules with excellent sedimentation properties. The granules are floating with the waste water flowing upwards through the reactor. This makes it possible to reduce the COD-content despite a short hydraulic retention time in the reactor.</p><p>The two UASB-reactors examined in this thesis is a part of the pilot plant. The thesis shows how the startup of the reactors has functioned and evaluates the possibility to reduce the contence of different COD-fractions with this technique.The domestic waste water temperature has during the experiment period dropped from 23°C to 18°C. The total COD-content of the untreated waste water is 567 mg/l. Before the anaerobic step the water is pre-treated by adding of flocculation chemicals and sedimentation. The total amount of suspended material is reduced by 50 % in the pre-treatment and the load on the UASB-reactors is 100 mg/l. With a hydrologic retention time of 2,4 h the pre-treatment and the two-step anaerobic reactor has reduced 64 % of the total COD-content. Over the anaerobic treatment step the COD-reduction was 49 %. The reduction of dissolved COD (<0, 45 μm) was 59 %. When operated in series the main part of the soluble CODreduction has taken place in the first reactor. After more than six months operation there is still a granulated sludge in the reactors and tests show a high metanogenic activity. Gas production from the reactors has been observed but not measured quantitatively.</p><p>The results from this thesis show that anaerobic treatment with a UASB-process functions without heating for the household waste water from Hammarby Sjöstad. The anaerobic process should be combined with pre-treatment and supplementary treatment to reduce the remaining COD and the nitrogen and phosphorus content.</p> / <p>Hammarby Sjöstad i södra Stockholm är en stadsdel under framväxt. Tanken bakom Sjöstadsprojektet var att halvera miljöpåverkan jämfört med annan nybyggnation. Bland annat anges i miljömålen halverad vattenförbrukning, lokal hantering av dagvatten och försök med utvinning av växtnäringsämnen ur avloppsvattnet. Sjöstadsverket är en del av detta projekt; en försöksanläggning för reningen av avloppsvattnet från hushållen i Hammarby Sjöstad. Två aeroba och två anaeroba linjer ska utvärderas innan beslut om full skala tas år 2005.</p><p>Anaerob rening utan uppvärmning är ett resurssnålt sätt att minska innehållet av organiskt material i avloppsvattnet. Anaeroba reaktorer drivs vanligen vid ca 37°C. Det är möjligt att nå en hög reduktion av organiskt material även vid lägre temperaturer, förutsatt en längre kontakttid mellan biomassa och avloppsvatten. I en Upflow Anaerobic Sludge Blanket (UASB)-reaktor utnyttjas mikroorganismernas förmåga att bilda granuler, vilka svävar med avloppsvattnet som flödar uppåt genom reaktorn. Det gör det möjligt att reducera vattnets innehåll av organiskt material trots en kort hydraulisk uppehållstid i reaktorn. I detta examensarbete studeras de två UASB-reaktorer som ingår som en del i pilotanläggningen vid Sjöstadsverket. Examensarbetet visar hur uppstarten av reaktorerna fungerat och utvärderar möjligheten att reducera avloppsvattnets olika fraktioner av COD med denna teknik.</p><p>Temperaturen på vattnet från hushållen har under försöksperioden sjunkit från 23°C till 18°C. Det obehandlade avloppsvattnet har en total COD-halt kring 567 mg/l. Innan det anaeroba reningssteget förbehandlas vattnet genom sedimentering och inblandning av flockningskemikalier. Den totala mängden suspenderat material halveras i förbehandlingen och belastningen på UASB-reaktorerna är kring 100 mg /l. Efter förbehandling är vattnets COD-koncentration ca 400 mg/l. Med en hydraulisk uppehållstid på 2,4 timmar har en COD-reduktion på 64 % uppnåtts i hela systemet, dvs. försedimentering och två-stegs UASB-reaktor. Över det anaeroba reningssteget var reduktionen av COD 49 %. Reduktionen av löst COD (<0, 45 μm) i UASB-reaktorerna var 59 %. Vid seriell drift har merparten av lösligt COD reducerats i den första reaktorn. Efter nio månaders drift finns fortfarande ett granulärt slam i båda reaktorerna. Tester visar på en hög metanogen aktivitet. Gasproduktion har observerats i reaktorerna men inte kunnat mätas kvantitativt.</p><p>Resultaten från detta examensarbete indikerar att anaerob rening med en UASB-process fungerar utan uppvärmning för avloppsvattnet från hushållen i Hammarby Sjöstad. Den anaeroba behandlingen bör kompletteras med förbehandling samt en kompletterande behandling för att minska kvarvarande COD och reducera kväve och fosfor.</p>

Hammarby Sjöstad is a new district in southern Stockholm. A main objective with the Sjöstad project was to halve the environmental impact compared to other construction work. The environmental goals involve a halved water consumption rate, a local treatment of storm water and trials aiming to extract nutrients from the waste water. Sjöstadsverket is an experimental treatment plant used for testing new treatment processes for domestic waste water from Hammarby Sjöstad. The results are to be compared with the conventional process used at Henrikdals treatment plant today. Two aerobic and two anaerobic main treatment processes are to be tested before decision of full scale is taken in 2005. Anaerobic treatment without heating, as a way to reduce the content of organic material in the waste water, consumes less energy than conventional methods. Anaerobic reactors are usually operated at 37°C. It is possible to attain a high COD-reduction at lower temperatures, assumed a longer contact time between biomass and waste water. In an Upflow Anaerobic Sludge Blanket (UASB) - reactor the microorganisms form granules with excellent sedimentation properties. The granules are floating with the waste water flowing upwards through the reactor. This makes it possible to reduce the COD-content despite a short hydraulic retention time in the reactor. The two UASB-reactors examined in this thesis is a part of the pilot plant. The thesis shows how the startup of the reactors has functioned and evaluates the possibility to reduce the contence of different COD-fractions with this technique.The domestic waste water temperature has during the experiment period dropped from 23°C to 18°C. The total COD-content of the untreated waste water is 567 mg/l. Before the anaerobic step the water is pre-treated by adding of flocculation chemicals and sedimentation. The total amount of suspended material is reduced by 50 % in the pre-treatment and the load on the UASB-reactors is 100 mg/l. With a hydrologic retention time of 2,4 h the pre-treatment and the two-step anaerobic reactor has reduced 64 % of the total COD-content. Over the anaerobic treatment step the COD-reduction was 49 %. The reduction of dissolved COD (&lt;0, 45 μm) was 59 %. When operated in series the main part of the soluble CODreduction has taken place in the first reactor. After more than six months operation there is still a granulated sludge in the reactors and tests show a high metanogenic activity. Gas production from the reactors has been observed but not measured quantitatively. The results from this thesis show that anaerobic treatment with a UASB-process functions without heating for the household waste water from Hammarby Sjöstad. The anaerobic process should be combined with pre-treatment and supplementary treatment to reduce the remaining COD and the nitrogen and phosphorus content. / Hammarby Sjöstad i södra Stockholm är en stadsdel under framväxt. Tanken bakom Sjöstadsprojektet var att halvera miljöpåverkan jämfört med annan nybyggnation. Bland annat anges i miljömålen halverad vattenförbrukning, lokal hantering av dagvatten och försök med utvinning av växtnäringsämnen ur avloppsvattnet. Sjöstadsverket är en del av detta projekt; en försöksanläggning för reningen av avloppsvattnet från hushållen i Hammarby Sjöstad. Två aeroba och två anaeroba linjer ska utvärderas innan beslut om full skala tas år 2005. Anaerob rening utan uppvärmning är ett resurssnålt sätt att minska innehållet av organiskt material i avloppsvattnet. Anaeroba reaktorer drivs vanligen vid ca 37°C. Det är möjligt att nå en hög reduktion av organiskt material även vid lägre temperaturer, förutsatt en längre kontakttid mellan biomassa och avloppsvatten. I en Upflow Anaerobic Sludge Blanket (UASB)-reaktor utnyttjas mikroorganismernas förmåga att bilda granuler, vilka svävar med avloppsvattnet som flödar uppåt genom reaktorn. Det gör det möjligt att reducera vattnets innehåll av organiskt material trots en kort hydraulisk uppehållstid i reaktorn. I detta examensarbete studeras de två UASB-reaktorer som ingår som en del i pilotanläggningen vid Sjöstadsverket. Examensarbetet visar hur uppstarten av reaktorerna fungerat och utvärderar möjligheten att reducera avloppsvattnets olika fraktioner av COD med denna teknik. Temperaturen på vattnet från hushållen har under försöksperioden sjunkit från 23°C till 18°C. Det obehandlade avloppsvattnet har en total COD-halt kring 567 mg/l. Innan det anaeroba reningssteget förbehandlas vattnet genom sedimentering och inblandning av flockningskemikalier. Den totala mängden suspenderat material halveras i förbehandlingen och belastningen på UASB-reaktorerna är kring 100 mg /l. Efter förbehandling är vattnets COD-koncentration ca 400 mg/l. Med en hydraulisk uppehållstid på 2,4 timmar har en COD-reduktion på 64 % uppnåtts i hela systemet, dvs. försedimentering och två-stegs UASB-reaktor. Över det anaeroba reningssteget var reduktionen av COD 49 %. Reduktionen av löst COD (&lt;0, 45 μm) i UASB-reaktorerna var 59 %. Vid seriell drift har merparten av lösligt COD reducerats i den första reaktorn. Efter nio månaders drift finns fortfarande ett granulärt slam i båda reaktorerna. Tester visar på en hög metanogen aktivitet. Gasproduktion har observerats i reaktorerna men inte kunnat mätas kvantitativt. Resultaten från detta examensarbete indikerar att anaerob rening med en UASB-process fungerar utan uppvärmning för avloppsvattnet från hushållen i Hammarby Sjöstad. Den anaeroba behandlingen bör kompletteras med förbehandling samt en kompletterande behandling för att minska kvarvarande COD och reducera kväve och fosfor.

Thesis (M.A.)--Georgia State University, 2009. / Title from title page (Digital Archive@GSU, viewed July 6, 2010) John Duffield, committee chair; Jelena Subotic, Scott Graves, committee members. Includes bibliographical references (p. 53-56).

Denitrification removes large amounts of reactive nitrogen (N) from ecosystems via reduction of nitrate to dinitrogen gas. In aquatic ecosystems, the influences of terrestrial and aquatic sources of organic matter (OM) on denitrification are potentially complex. Terrestrially-derived OM is often less labile than autochthonous OM; it may inhibit denitrification directly via biochemical mechanisms; and it may indirectly inhibit denitrification by reducing light availability to—and thus OM exudation by—aquatic primary producers. Using a natural dissolved OM gradient among rivers of northern Florida, I investigated these mechanisms using laboratory denitrification assays subjected to factorial amendments of NO3- and dextrose, humic acid dosing, and cross-incubations of sediments and water. Results indicated that C-limitation increased with DOC concentrations, consistent with the indirect inhibition hypothesis. Blackwater neither depressed nor stimulated denitrification rates, indicating that this DOC neither directly inhibits nor acts as a usable OM source for denitrifiers.

The Central Queensland University developed an on-site wastewater treatment and reuse technology. Septic tanks were used for primary treatment and the discharged effluent was then pumped though a series of contained channels. The channels were designed to be a modified evapotranspiration trench; they were comprised of an aggregate layer and a soil layer in which were planted a variety of plants. The aggregate and the soil provided physical filtration, the microorganisms within the effluent, aggregate and soil provided nutrient reuse and transformation and the plants also used the nutrients and reused the treated effluent through evapotranspiration. Any effluent that was not transpired was returned to a holding tank and pumped through the evapotranspiration again. The treatment technology was assessed in relation to its ability to treat effluent in a sustainable manner. The water and soil was examined for concentrations of nutrients, heavy metals, salts, sodium, and organic carbon %. The pH, temperature and number of colony forming units of certain microorganism potential pathogens were also inspected in the soil and the water. The plants grown within the evapotranspiration channels were assessed in regards to their health, water usage, and in some cases potential pathogens on fruit. The infrastructure that was used to construct the wastewater treatment and reuse system was also evaluated in regards to reliability and maintenance. Certain limiting factors, in particular sodicity and salinity were identified, but the trial was successful and a sustainable form of on-site wastewater treatment and reuse technology was developed.

<p>Starting point to this Paper is the idea and wish to adapt the society and its different activities to a recycle society. A building area in Göteborg is planned and investigated for such adaptation. In the district named Skogaberg, about 130 households totally are planned from what 20 are blocks of flats. The idea with this project is to constitute an alternative sewage system, a Blackwater system, were the fractions of most nutrients and least pollution are separated, taken care of and utilised. The aim is to get a market and use the nutrients of the organic waste from the household in agriculture use. The Swedish Environmental Protection Agency (EPA) pays attention to water- and sewage systems from a recycle perspective and the aim of a long-termed sustainable development. The agriculture sector has also an intention to protect the environment and the means for sustainability. </p><p>The object of this study is to map and analyse a planned alternative sewage system in Skogaberg from recommended criteria for water and sewage systems. The alternative solution in Skogaberg will be analysed compared to a conventional solution. A specific aim is to estimate the possibilities and limitations of the alternative system when it comes to recycle of nutrients. Phosphorus and cadmium are chosen to describe and indicate the resource utilisation and environmental impact of different nutrient sources. Sanitation and risks with diseases, environmental&resource saving criteria together with technical&socio-economic criteria are intended to constitute a general background for the analysis. Criteria recommended, to concern environmental adapted water and sewage system by the Swedish EPA, is used in order to make an assessment of the planned system and a more viewed assessment and analyse is done from experiences and observations that I have got from literature sources and place studies. The results show good theoretical possibilities to get and recycle nutrients from the system with an alternative solution. With an alternative sewage system in Skogaberg opportunities that the users reflect and care are created. This project may provide us with innovations and ground for further research and development in future project. But it is also important to consider that these projects are established in the system of the society and that these recycle systems are not directly comparable with ecological recycling system in nature.</p>