Relevant bibliographies by topics / Wastewater/Stormwater Treatment

Contents

  1. Journal articles
  2. Dissertations / Theses
  3. Books
  4. Book chapters
  5. Conference papers

Academic literature on the topic 'Wastewater/Stormwater Treatment'

Author: Grafiati
Published: 4 June 2021
Last updated: 17 February 2022

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Journal articles on the topic "Wastewater/Stormwater Treatment"

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Lau, S. L., E. Khan, and M. K. Stenstrom. "Catch basin inserts to reduce pollution from stormwater." Water Science and Technology 44, no. 7 (October 1, 2001): 23–34. http://dx.doi.org/10.2166/wst.2001.0381.

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Stormwater contamination represents the largest source of contaminants to many receiving waters in the United States, such as Santa Monica Bay in Los Angeles, California. Point sources to these same waters generally receive secondary or better treatment before they are released, and they are usually discharged through outfalls that diffuse the wastewater plume to prevent it from contacting the shoreline. Stormwaters receive no treatment and reach the receiving waters through a variety of ways, but most enter through catch basins or inserts to storm drains that terminate at the beach or in shallow coastal areas. Under these conditions, the stormwater discharge may have greater impact on the quality and utility of the receiving water than the treated wastewater discharges. One method of reducing pollution is to equip catch basins with an insert that can capture pollutants. A number of commercially available devices exist but few have been evaluated by independent parties in full-scale applications. A series of tests using bench and full-scale devices under both laboratory and field conditions were conducted to evaluate their ability to remove trash and debris, suspended solids and oil and grease in stormwaters. The results presented in the paper should provide a basis for future insert development and application.
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Tredoux, Gideon, Peter King, and Lisa Cavé. "Managing urban wastewater for maximising water resource utilization." Water Science and Technology 39, no. 10-11 (May 1, 1999): 353–56. http://dx.doi.org/10.2166/wst.1999.0681.

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The Atlantis Water Resource Management Scheme uses artificial recharge of urban stormwater and treated wastewater to augment the natural groundwater resource. The key to the success of the scheme is the fractionation of the stormwater into components of distinctly different quality, and the separate treatment of domestic and industrial wastewater for different end-uses. The groundwater exploitation strategy is largely controlled by water quality requirements. Reuse of domestic and industrial wastewater depends on quality parameters. Tertiary treated domestic effluent is destined for indirect reuse via the aquifer, while treated industrial wastewater is used together with spent regenerant brine and stormwater from the noxious trade area for preventing seawater intrusion. Both residential and industrial stormwater is separated into the base flow and storm flow components and utilised for various purposes. The sustainable operation of the water resource scheme serves as a prototype for the optimal use of water and protection of the environment.
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Ozaki, Noriatsu, Takahiro Yamauchi, Tomonori Kindaichi, and Akiyoshi Ohashi. "Stormwater inflow loading of polycyclic aromatic hydrocarbons into urban domestic wastewater treatment plant for separate sewer system." Water Science and Technology 79, no. 7 (April 1, 2019): 1426–36. http://dx.doi.org/10.2166/wst.2019.143.

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Abstract Polycyclic aromatic hydrocarbons (PAHs) are common contaminants present in wastewater, and determination of their sources is important for their management in the environment. In this study, stormwater loading of PAHs during rainfall periods was evaluated for sewage inflow into a wastewater treatment plant (WWTP) for a separate sewer system. To accomplish this, sewage inflow volumes, suspended solid concentrations, and PAH concentrations were measured during eight rainfall events and on two no-rainfall days at the inlet of the plant. Based on a comparison between the rainfall and no-rainfall loading quantified by the measurements, excess PAH loadings with stormwater were evaluated for the rainfall events. The relationship between rainfall intensity and stormwater loading was then used to evaluate long-term stormwater loadings of water and PAHs. Their contributions to the sewage inflow were 0.7% and 1.0% for 1 year for water and the sum of 16 measured PAHs, respectively. Our measurements and estimates demonstrate that direct stormwater inflow is not a primary source of PAHs to the plant for this separate sewer system.
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Durchschlag, A., L. Härtel, P. Hartwig, M. Kaselow, D. Kollatsch, R. Otterpohl, and G. Schwentner. "Joint Consideration of Combined Sewerage and Wastewater Treatment Plants." Water Science and Technology 26, no. 5-6 (September 1, 1992): 1125–34. http://dx.doi.org/10.2166/wst.1992.0554.

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Wastewater treatment plants, combined sewerage, catchment areas, storage tanks and overflows have to be regarded together. Stormwater runoff results in discharges at combined sewer overflows and higher pollutant loads in the effluent of the treatment plants. Characteristics of catchment areas and sewerage, number and capacity of storage tanks and overflows determine the characteristics of the combined water influent of the treatment plant. The plant has to cope with a higher hydraulic load and often with higher pollutant loads at the beginning of combined water flows. Some of the effects are displacement of sludge to the secondary clarifier, higher solids concentrations in the effluent and high loads of ammonia nitrogen for the nitrifying reactor. To decide on bigger stormwater storages or improvement of the treatment plant all effects in the whole system have to be considered. This can only be done with dynamic models, although simulation of combined water flows still have to be improved.
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Chambers, P. A., M. Allard, S. L. Walker, J. Marsalek, J. Lawrence, M. Servos, J. Busnarda, et al. "Impacts of Municipal Wastewater Effluents on Canadian Waters: a Review." Water Quality Research Journal 32, no. 4 (November 1, 1997): 659–714. http://dx.doi.org/10.2166/wqrj.1997.038.

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Abstract Domestic sewage is a major threat to receiving waters throughout the world. In Canada, a high proportion of the population (81%) is served by municipal wastewater treatment facilities. Nevertheless, discharges from wastewater treatment plants, stormwater sewers and combined sewers have caused adverse impacts on some lakes, rivers and coastal waters. The most publicly recognized impacts are shellfish harvesting restrictions and beach closures resulting from microbial contamination. Habitat degradation and contamination also occur and these, in turn, have altered the abundance and diversity of aquatic organisms. Our findings on the effects of municipal wastewater discharge suggest that there is a need to review sewage treatment requirements in Canada. Further research is also required on the interactive and cumulative responses to habitat degradation and to long-term exposure to persistent and bioaccumula-tive pollutants. Finally, an integrated approach to wastewater management is needed that addresses loadings from treatment plants, stormwater sewers, combined sewer overflows and other wastewater sources.
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Dormoy, T., B. Tisserand, and L. Herremans. "Impact of the volume of rain water on the operating constraints for a treatment plant." Water Science and Technology 39, no. 2 (January 1, 1999): 145–50. http://dx.doi.org/10.2166/wst.1999.0108.

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The new regulations require an increased amount of treatment of stormwater and a reduction of pollution loads discharged into the natural surroundings to be considered. Drainage systems therefore and particularly wastewater treatment plants should be sized correctly to cope with these peaks. Using a simulation software of wastewater treatment plant with activated sludge, such as SIMBAD, enables us to check that planned structures are appropriate in relation to the effluent quality requirements laid down, and to fix the most appropriate operating procedures. Operating constraints on a plant for treating stormwater are not negligible. It is advisable to allow for increased sludge production, O2 requirements and also sludge quality (fermentability).
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Malmur, Robert. "Methods of drainage and transfer of rainwater." E3S Web of Conferences 116 (2019): 00049. http://dx.doi.org/10.1051/e3sconf/201911600049.

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With frequent heavy rainfalls in summer in Poland and fast-melting snow in spring leading to flooding of sewage systems (due to excessive filling levels in water receivers or difficulties with temporary retention of the excess stormwater), a variety of systems are being developed to facilitate transfer of the stormwater to water receivers. Outflow of the excess stormwater is usually ensured by the use of gravitational outflow collectors that connect stormwater drains with waterways. The transfer occurs during intensive precipitation, when the excess wastewater overflows through stormwater drains and is transferred directly to water receivers in order to relieve wastewater treatment plants or to minimize diameters of sewers. These systems are useful wherever the filling levels in waterways are not very high or the sewerage system is located relatively high with respect to the water receiver i.e. outflow collector is located on a steep slope. In such cases, the stormwater that flows through a waterway cannot be returned to the outflow collector. If the gravitational flow is impossible due to e.g. the excessive filling level of water receiver, stormwater can be transferred by means of a variety of modern solutions, such as retention and transfer reservoirs. These reservoirs are supposed to ensure partial retention of the excess stormwater and transfer of this water to water receivers, either gravitationally or forced mechanically, depending on the filling level in the waterway. The transfer reservoirs for the stormwater presented in this paper might be successfully used in modernization of current sewage systems, ensuring the reliability of operation and a more effective wastewater transfer than the systems used to date. All the reservoirs of this type are characterized by similar design and function and guarantee that the wastewater might be transferred regardless of the conditions in the water receiver.
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Heinzmann, Bernd, and Ferdinand Sarfert. "An integrated water management concept to ensure a safe water supply and high drinking water quality on an ecologically sound basis." Water Science and Technology 31, no. 8 (April 1, 1995): 281–91. http://dx.doi.org/10.2166/wst.1995.0321.

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For the city of Berlin and the surrounding areas a growth of the number of inhabitants is expected, resulting in a considerable increase in the water consumption. However, a sufficient quantity and an excellent quality of drinking water in the future can only be guaranteed through more integrated management of water resources. Artificial recharge of groundwater plays a key role in this approach. It includes the infiltration of treated surface water in a direct coordination to water catchment facilities. Investigations show, that other possibilities are: i) the reuse of sewage water, although there are still unsolved judicial issues, and ii) the use of stormwater. For both, an advanced treatment is necessary to meet the stringent quality requirements. Thus, the treatment is shifted more towards the sources of pollution, that means from the treatment of surface water to wastewater and stormwater to obtain an optimum water resource protection. Furthermore, the water is partly returned to the water cycle in order for it to remain within the region. Treated surface water, advanced treated wastewater, purified stormwater and treated weakly polluted combined wastewater from the combined system constitute favourable sources, in combination, for the replenishment of groundwater. Former wastewater irrigation fields in the area could be used. This also prevents re-dissolution of heavy metals in the polluted soil of the wastewater irrigation fields into the groundwater.
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Abdelwahed, Marwa Mohamed Mohamed. "A Review of Wastewater Treatment Techniques." Volume 5 - 2020, Issue 8 - August 5, no. 8 (August 20, 2020): 219–24. http://dx.doi.org/10.38124/ijisrt20aug163.

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With the rapid population growth, economic progress in addition to the global climate change (global warming), the demand for saving the limited natural resources become a huge challenge facing the world. Water is one of the natural resources that has become increasingly scarce and many of them are polluted by various human activities. Moreover, discharge untreated wastewater into surface waters such as river and lakes can causes human health problems and harm huge on the environmental through the negative impact on the wildlife, marine life and plants, as well as groundwater and surface runoff (stormwater, meltwater, rainwater) which can become polluted and can be lead also to negative economic impacts. Therefore, technologies of wastewater treatment have received global attention. The main objective of this paper is presents a literature review of some of the popular wastewater treatment techniques.
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Michelbach, S. "Planning Stormwater Treatment of a Mountainous Urban Area." Water Science and Technology 27, no. 12 (June 1, 1993): 231–36. http://dx.doi.org/10.2166/wst.1993.0308.

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Within the urban drainage system the sewer system, the wastewater treatment plant and the receiving waters form a functional unit The interactions between these three systems are of importance during the whole planning cycle. In particular, the sensitivity of the receiving waters should be more taken into account than has been done up to now. The extension of stormwater treatment for a small town in a mountainous area should be planned. A first study done by a different company working only with guidelines recommended specific volumes for stormwater tanks between 30 m3 and 70 m3 per ha impervious area Six new stormwater tanks with a total volume of 5000-6000 m3 were to be installed. For the community these values seemed to be unrealistically high. In discussion with the water management, they wanted to undertake a more realistic planning. The company Umwelt- und Fluid-Technik (UFT) was commissioned to work out a new study taking the specific conditions of the urban catchment into account
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Dissertations / Theses on the topic "Wastewater/Stormwater Treatment"

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Cutbill, Linda Beverley. "Urban stormwater treatment by artificial wetlands." Thesis, University College London (University of London), 1997. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.266138.

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Lessard, Paul. "Operational water quality management : control of stormwater discharges." Thesis, Imperial College London, 1989. http://hdl.handle.net/10044/1/47538.

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Thompson, Kyle A. "Evaluating Treatment Approaches for Sustainable Reuse of Greywater, Wastewater, and Stormwater." Thesis, University of Colorado at Boulder, 2018. http://pqdtopen.proquest.com/#viewpdf?dispub=10792035.

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Water is becoming increasingly scarce; approximately 2 billion people currently live in annual water scarcity, and 3 to 4 billion people are expected to live in water scarcity by 2050 due to population growth alone. Therefore, there is need to determine suitable alternative drinking water sources. Alternative sources present different advantages in terms of supply, initial contamination, and variability. Different technologies may be most effective or sustainable for treating these alternative source waters depending on scale and application (e.g., toilet flushing, irrigation, or potable reuse). Previous reuse research has focused on biological treatment of greywater, passive treatment of stormwater, and reverse osmosis or advanced oxidation for wastewater effluent. The objectives of this dissertation were to (i) study the effectiveness of conventional drinking water treatment (CDWT) for potable reuse of alternative source waters and blends, (ii) compare the environmental sustainability of novel sorbents for micropollutant removal from wastewater effluent, (iii) develop an improved synthetic bathroom greywater that closes matches the characteristics and treatability of real bathroom greywater, and (iv) compare activated carbon and biochar for dissolved organic carbon (DOC) removal from raw and pretreated greywater.

Bench-scale experiments simulating CDWT achieved high turbidity removal in alternative source waters. Average maximum TOC removal with CDWT was 19%, 27% and 37% for greywater, wastewater effluent, and stormwater, respectively. However, no wastewater effluents and only one stormwater met drinking water regulations for disinfection byproduct formation control. Environmental sustainability was assessed using life cycle methodology. For micropollutant removal from wastewater effluent, wood-based biochar was more sustainable than activated carbon in most environmental impact categories. Higher adsorption capacity was associated with greater environmental benefits. A new synthetic bathroom greywater (SynGrey) was developed that closely matches the median characteristics of forty-nine real bathroom greywaters, and matched the treatability of real bathroom greywater in chlorination, biodegradation, and sorption. Five biochars were screened for greywater treatment, and activated carbon removed more DOC than the best biochar from raw, coagulated, aerated, and rainwater-blended greywater. This research will contribute to the selection and design of effective, sustainable treatment systems for potable and nonpotable reuse of alternative source waters.

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Arias, Lopez José Luis. "Vertical-flow constructed wetlands for the treatment of wastewater and stormwater from combined sewer systems." Phd thesis, INSA de Lyon, 2013. http://tel.archives-ouvertes.fr/tel-00961202.

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French vertical-flow constructed wetlands (VFCW) directly treating raw wastewater are known to perform well on for SS, COD and nitrification. They are also known to robustly cope with hydraulic overloads during rainfall events. Although numerous systems have been installed in areas equipped with a combined sewer, the limits of stormwater acceptance remain ill-defined and need to be improved. Looking at the various VFCW designs and usages reported in the literature, it is difficult to draw any consensus on their hydraulic limits. Consequently, designing VFCW to accept hydraulic overloads is a complex task, as local context strongly impacts inlet flows produced during rainfall events. Dynamic models appear a requisite for filter design in such cases. Numerical CW models have essentially focused on horizontal flow, with few attempting to study VFCW dynamics which are more commonly tackled via mechanistic models. Although mechanistic models are powerful tools for describing processes within the VFCW, they are generally too complicated to be readily used by designers. The choice between detailed description and easy handling will depend on the modelling aims. If the aim is a global design tool, simplified models offer a good alternative. However, the simplified models geared to studying VFCW dynamics are extremely reduced. They are easy-handling for design and well-adapted to specific purposes (combined sewer overflow -CSO- treatment) but not necessarily to VFCW treating combined sewer wastewater, where long-term infiltration rates vary significantly. Consequently, this PhD thesis work focused on developing a simplified hydraulic model of VFCW to guide designers through the process of adapting VFCW systems to treat domestic wastewater in both dry and rain events. The simplified model makes it possible to link (i) hydraulics, by simulation of ponding time variations, (ii) biological performances, by establishing "dysfunction alerts" based on treatment performance assessment and variations in online N forms effluent from the young VFCW. These "dysfunction alerts" plot the maximal hydraulic load that a filter can accept without compromising its biological activity. The simplified model was used to model long-term hydraulics in the VFCW (i) to analyze the impact of local context and filter design on hydraulic overload acceptance (using "dysfunction alerts" and bypass discharges) and (ii) to propose VFCW designs for accepting hydraulic overload in different contexts. The modelling demonstrates that VFCW can limit days with bypass discharges to less than 20 times per year without jeopardizing filter performances. Moreover, the most problematic scenario on stormwater treatment remains a watershed with high imperviousness coefficient and low slope under a Bretagne-type climate, demonstrating that the filter is more sensitive to periodicity and duration than to intensity of rainfall events.
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Svensson, Henric. "Leaching Test with Sawdust from Different Tree Species : Appropriateness of using them as adsorption media in wastewater and in stormwater treatment." Thesis, Linnéuniversitetet, Institutionen för naturvetenskap, NV, 2010. http://urn.kb.se/resolve?urn=urn:nbn:se:hik:diva-2627.

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Abstract   Bio energy in form of woodchips and sawdust is today commonly stored outdoors in heaps on hardened surfaces, exposed to weather and wind. Any water leaching from these heaps have the potential to be toxic to the environment. This paper examines the quality of the water leaching from heaps of four different tree species (oak, pine, maple and beech), by analysing different parameters such as pH, conductivity, colour, COD, BOD7, tannins & lignins (T&L) and phenols. The results show significant higher leaching values of COD, phenols, T&L and colour from oak compared to the other tree species (pine, maple and beech). These leached substances from woodchips and sawdust were shown in the BOD7 tests and BOD7/COD ratio values to be hard to biodegrade and are therefore not easily removed from the water. Hence it is important that wood-based fuel storage conditions are considered in bio energy generation schemes to ensure that the environmental benefits of using woodchips and sawdust instead of traditional fuel are not offset by the potential harm of inappropriate storage. The investigation further showed that leaching of highly toxic substances such as phenols can be up to 10 times higher for one tree type (oak) than another (pine, beech and maple). This difference could potentially be found for other tree species not characterized in this study.  Therefore, it is important to consider the constitution of the heaps to be able to apply appropriate storage conditions to avoid these toxic substances in the leached water reaching sensitive watercourses. As some of these substances are hard to biodegrade the treatment applied need a long retention time. Another problem is the carbon: nutrient ratio, this water has a high carbon content compared to phosphorus and nitrogen content which might prevent an efficient biodegradation. Adjusting C:N:P ratio with low cost amendments might raise the performance of the biodegradation in for instance, a constructed wetland.
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Goolsby, Matthew Allen. "Viability study of a residential integrated stormwater, graywater, and wastewater treatment system at Florida's Showcase Green Envirohome." Master's thesis, University of Central Florida, 2011. http://digital.library.ucf.edu/cdm/ref/collection/ETD/id/4767.

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The subject of water scarcity and the rate of water consumption have become popular over the last few decades. Within the topic of water consumption, there are two separate issues from a residential standpoint. The first concern is the steadily increasing need for viable alternative water sources to be utilized for non-potable applications in an effort to reduce potable water demands. The second concern is the need to significantly reduce of nutrient-laden wastewater effluent discharge from septic systems in order to sustain groundwater quality and prevent adverse ecological impacts. This study addresses both issues with two separate systems integrated into one environmentally functional home that emphasizes low impact development (LID) practices. The first objective of the study is to quantify the performance of the passive treatment Bold & GoldTM reactive filter bed (FDOH classified “innovative system”) for nutrient removal. The second objective is to monitor the water quality of the combined graywater/stormwater cistern for non-potable use and asses all components (green roof, gutters, graywater treatment, AC condensate, well water, stormwater contribution). The performance of the passive innovative system is compared to past studies and regulatory standards. Also, a bench scale model of the OSTDS is constructed at the University of Central Florida (UCF) Stormwater Management Academy Research and Testing Lab (SMART Lab) and tested to provide effluent data at two different residence times. Complex physical, biological, and chemical theories are applied to the analysis of wastewater treatment performance. The data from the OSTDS and stormwater/graywater cistern both systems are also assessed using statistical analysis. The results of the OSTDS are compared to FDOH regulatory requirements for “Secondary Treatment Standards”, and “Advanced Secondary Treatment Standards” with positive results. The bench scale results verify that both biological nutrient removal and physiochemical sorption are occurring within the filter media and quantified the relationship between removal rates and hydraulic residence time (HRT). The combined graywater/stormwater cistern contains acceptable water quality and operates efficiently. The demand on the cistern results in about 50% capacity utilization of the cistern and there is a consistent dependency on the artesian well. The salinity content and high sodium adsorption ratio (SAR) of the cistern water did not produce any noticeable adverse impacts on the home other than scale formation in the toilet. The results of the research determined that the implementation of the integrated system is a viable option at the residential level.
ID: 030646271; System requirements: World Wide Web browser and PDF reader.; Mode of access: World Wide Web.; Thesis (M.S.Env.E.)--University of Central Florida, 2011.; Includes bibliographical references (p. 124-129).
M.S.Env.E.
Masters
Civil, Environmental and Construction Engineering
Engineering and Computer Science
Environmental Engineering
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Kleinschmidt, Kristopher. "Discovering the Bayou : successional restoration of Bayou Bienvenue." Manhattan, Kan. : Kansas State University, 2010. http://hdl.handle.net/2097/4107.

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Younis, Hussein Mariam. "Sources of human pathogens in urban waters." Thesis, Halmstad University, School of Business and Engineering (SET), 2009. http://urn.kb.se/resolve?urn=urn:nbn:se:hh:diva-2354.

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The presence of human pathogens in water indicates the sanitary risk associated with different types of water utilization. This study surveyed the sources of human pathogens in urban waters. In order to evaluate the microbiological water quality of urban water, the enumeration of various indicator bacteria (total coliform, fecal coliform, E.coli and enterococci) is usually used.

The abundance of indicator bacteria in urban water indicates the level of fecal contamination and the presence of other human pathogens such as protozoan pathogens (Giardia lamblia & Cryptosporidium parvum).

Fecal pollution of urban waters can be from human and animal origin. Point sources of fecal contamination in an urbanized area are the effluents of urban wastewater treatment plants. While non-point sources are usually originated from diffuse sources such as (runoff from roads, parking lots, pets, leaks, failing septic systems and illegal sewer connections to storm drains). urban stormwater is considered as a major carrier for delivering human pathogens from diffuse sources to receiving waters. Increases in urban stormwater volumes have resulted from increasing urbanization and growth of impervious surfaces.

In order to reduce high amounts of human pathogens in urban waters, different methods are used nowadays to develop urban wastewater treatment plants technologies and urban stormwater management practices.

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Bogis, Abdulmueen Mohammed. "The Cultural-Social Benefits of Developing Green Channels: Case Studies and Demonstration in Jeddah City, Saudi Arabia." Thesis, Virginia Tech, 2015. http://hdl.handle.net/10919/73551.

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"Creative Thinking about the future requires tension -- the tension of holding both the need and the possible in our awareness at the same time." Milenko Matanovic Constructing concrete open channels can provide a quick, efficient solution to help prevent an area from flash floods and water accumulation. However, such a solution does not take into consideration the increased land needs for housing and public open spaces, in addition to missing the opportunity for benefitting from rainwater and reusing the municipal water of cities in greening sustainable stormwater channels. The United Nations (2014) reported that 54% of the world's population is living in urban areas, and it is predicted to increase to 66% by 2050. Jeddah City, Saudi Arabia already struggles from both lack of open spaces while consuming spaces in constructing concrete open channels, only made worse by the rapid growth of population and urbanism. Although the rate of precipitation in arid regions is low, studies and evidence show that even in arid regions turning the majority of urban areas into impervious surfaces is restrictive and the result of doing so is devastating. This thesis aims to find an environmental alternative solution for an open drainage channel designed to function as a stormwater management facility as well as a central green finger for Jeddah City. It will take into consideration international and regional precedent design and future development of green channel case studies, to provide efficient design recommendations to planners and designers, who aim to redevelop constructed or proposed stormwater channels using sustainable green infrastructure practices to improve a city's livability.
Master of Landscape Architecture
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Allen, Dana J. "Evaluating Alternative Technologies And Monitoring Methods For Water Quality In A Field Setting; Research On Effects On Phosphorous And Solids Removal From Cheese Factory Wash Water And Stormwater Runoff Treatment." ScholarWorks @ UVM, 2017. http://scholarworks.uvm.edu/graddis/694.

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Lake Champlain is a major economic driver for Vermont's tourism economy, as well as a primary source of drinking water for many of the state's residents but nutrient pollution represents a potential threat to ecosystem health and economic well-being. From December 2011 to December 2012 a field trial of an EAF steel slag filter was assessed for its feasibility in treating wastewater originating from Swan Valley Cheese (SVC), in Swanton, VT. The study focuses on a period of the filter's operation from May 4 to October 10, 2012. The plant generates approximately 20,000 gallons per day of high P concentration wash water which is treated in an open aerated lagoon. The filter treated effluent from this lagoon. The major goals of this research were to conduct a field trial of an EAF steel slag filter to evaluate its effect on total P (TP), dissolved reactive P (DRP), and total suspended solids (TSS). Research was also conducted on pH reduction for filter effluent. Results indicate that the filter removed 95.83% of TP, 96.65% of DRP, and 52.25% of TSS. Average pH effluent was measured at 10.12 ±1.55. Additionally, a field study was conducted on sampling two unlined bioretention systems treating urban stormwater runoff. Methods used are presented and methodological considerations for future studies are presented to guide researchers in more effective and efficient methods for obtaining influent and effluent samples from bioretention systems that are not necessarily designed for sampling.
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Books on the topic "Wastewater/Stormwater Treatment"

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Tondera, Katharina, Godecke-Tobias Blecken, Florent Chazarenc, and Chris C. Tanner, eds. Ecotechnologies for the Treatment of Variable Stormwater and Wastewater Flows. Cham: Springer International Publishing, 2018. http://dx.doi.org/10.1007/978-3-319-70013-7.

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American Society of Civil Engineers. Guidelines for the physical security of water utilities, ANSI/ASCE/EWRI 56-10: Guidelines for the physical security of wastewater/stormwater utilities, ANSI/ASCE/EWRI 57-10. Reston, Va: American Society of Civil Engineers, 2011.

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Tondera, Katharina, Godecke-Tobias Blecken, Florent Chazarenc, and Chris C. Tanner. Ecotechnologies for the Treatment of Variable Stormwater and Wastewater Flows. Springer, 2017.

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Clark, Mary, and Carl Etnier. Long-Range Planning for Decentralized Wastewater and Stormwater Treatment Research: Workshop Summary. IWA Publishing, 2007.

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Book chapters on the topic "Wastewater/Stormwater Treatment"

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Guibelin, E., F. Delsalle, and P. Binot. "High Speed Settling of Stormwater with Microsand." In Chemical Water and Wastewater Treatment III, 307–16. Berlin, Heidelberg: Springer Berlin Heidelberg, 1994. http://dx.doi.org/10.1007/978-3-642-79110-9_23.

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Boogaard, Floris, Johan Blom, and Joost van den Bulk. "Constructed Wetlands for Stormwater Treatment from Specific (Dutch) Industrial Surfaces." In Constructed Wetlands for Industrial Wastewater Treatment, 511–28. Chichester, UK: John Wiley & Sons, Ltd, 2018. http://dx.doi.org/10.1002/9781119268376.ch23.

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Pfeifer, Rüdiger, and Hermann H. Hahn. "Dissolved Air Flotation: Efficient Removal of Micropollutants from Stormwater Runoff." In Chemical Water and Wastewater Treatment III, 297–306. Berlin, Heidelberg: Springer Berlin Heidelberg, 1994. http://dx.doi.org/10.1007/978-3-642-79110-9_22.

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Heinzmann, Bernd. "Characterization and Advanced Treatment of Urban Stormwater from a Separate System." In Chemical Water and Wastewater Treatment III, 283–96. Berlin, Heidelberg: Springer Berlin Heidelberg, 1994. http://dx.doi.org/10.1007/978-3-642-79110-9_21.

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Tondera, Katharina, Godecke-Tobias Blecken, Julien Tournebize, Ülo Mander, and Chris C. Tanner. "Nutrient Removal from Variable Stormwater Flows." In Ecotechnologies for the Treatment of Variable Stormwater and Wastewater Flows, 31–55. Cham: Springer International Publishing, 2017. http://dx.doi.org/10.1007/978-3-319-70013-7_3.

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Tondera, Katharina, Godecke-Tobias Blecken, Florent Chazarenc, Terry Lucke, and Chris C. Tanner. "Treatment Techniques for Variable Flows." In Ecotechnologies for the Treatment of Variable Stormwater and Wastewater Flows, 7–30. Cham: Springer International Publishing, 2017. http://dx.doi.org/10.1007/978-3-319-70013-7_2.

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Chan, Alisha Y., and Birthe V. Kjellerup. "Bio- and Phytoremediation of Persistent Organic Pollutants in Stormwater Containment Systems and Soil." In Microbial Biofilms in Bioremediation and Wastewater Treatment, 225–37. Boca Raton : CRC Press, [2019]: CRC Press, 2019. http://dx.doi.org/10.1201/b22046-11.

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Blecken, Godecke-Tobias, Katharina Tondera, Heléne Österlund, and Maria Viklander. "Metals: Occurrence, Treatment Efficiency and Accumulation Under Varying Flows." In Ecotechnologies for the Treatment of Variable Stormwater and Wastewater Flows, 75–91. Cham: Springer International Publishing, 2017. http://dx.doi.org/10.1007/978-3-319-70013-7_5.

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Tondera, Katharina, Godecke-Tobias Blecken, Julien Tournebize, Maria Viklander, Heléne Österlund, Alexandra Andersson Wikström, and Chris C. Tanner. "Emerging Contaminants: Occurrence, Treatment Efficiency and Accumulation Under Varying Flows." In Ecotechnologies for the Treatment of Variable Stormwater and Wastewater Flows, 93–109. Cham: Springer International Publishing, 2017. http://dx.doi.org/10.1007/978-3-319-70013-7_6.

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Tondera, Katharina, Chris C. Tanner, Florent Chazarenc, and Godecke-Tobias Blecken. "Introduction." In Ecotechnologies for the Treatment of Variable Stormwater and Wastewater Flows, 1–6. Cham: Springer International Publishing, 2017. http://dx.doi.org/10.1007/978-3-319-70013-7_1.

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Conference papers on the topic "Wastewater/Stormwater Treatment"

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Kusch, Wolfgang, Tanja Haag, and Michael Bongards. "Control of distributed tanks for stormwater treatment in combination with a wastewater treatment plant and a sewer system." In 2018 7th International Energy and Sustainability Conference (IESC). IEEE, 2018. http://dx.doi.org/10.1109/iesc.2018.8439994.

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You might also be interested in the extended bibliographies on the topic 'Wastewater/Stormwater Treatment' for particular source types:
Journal articles
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