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1

India. Ministry of Environment and Forests. i National Environmental Engineering Research Institute., red. Common effluent treatment plant: State-of-the-art. Nagpur, India: National Environmental Engineering Research Institute, 1992.

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Srinivas, C. TBP production plant effluent treatment process. Mumbai: Bhabha Atomic Research Centre, 2004.

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Gray, T. W. Effluent treatment plant for Britoil's Nigg Terminal. London: Institute of Petroleum, 1985.

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Hoyle-Dodson, Guy. City of Blaine wastewater treatment plant class II inspection. Olympia, Wash: Environmental Investigations and Laboratory Services Program, 1997.

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Hoyle-Dodson, Guy. City of Colville sewage treatment plant Class II inspection. Olympia, Wash: Washington State Dept. of Ecology, Environmental Investigations and Laboratory Services Program, 1995.

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6

Shah, Maulin, i Aditi Banerjee, red. Combined Application of Physico-Chemical & Microbiological Processes for Industrial Effluent Treatment Plant. Singapore: Springer Singapore, 2020. http://dx.doi.org/10.1007/978-981-15-0497-6.

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7

Hoyle-Dodson, Guy. City of Marysville wastewater treatment plant class II inspection. Olympia, Wash: Washington State Dept. of Ecology, Environmental Investigations and Laboratory Services Program, 1997.

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Hoyle-Dodson, Guy. Clark County Salmon Creek Wastewater Treatment Plant class II inspection. Olympia, Wash: Environmental Investigations and Laboratory Services Program, 1997.

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9

New York State Energy Research and Development Authority. Evaluation of ultraviolet (UV) radiation disinfection technologies for wastewater treatment plant effluent: Final report. Albany, N.Y: NYSERDA, 2004.

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10

Golding, Steven. METRO Renton wastewater treatment plant: Class II inspection, January 24-26, 1994. Olympia, WA: Washington State Dept. of Ecology, Environmental Investigations and Laboratory Services Program, 1995.

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Golding, Steven. City of Ellensburg wastewater treatment plant: Class II inspection, April 1994. Olympia, WA: Washington State Dept. of Ecology, Environmental Investigations and Laboratory Services Program, 1995.

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12

Golding, Steven. City of Sumner Wastewater Treatment Plant: Class II inspection, April 22-24, 1996. Olympia, Wash: Washington State Dept. of Ecology, Environmental Investigations and Laboratory Services Program, 1996.

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13

National Register of Foreign Collaborations (India) i India. Dept. of Scientific & Industrial Research., red. Technology in Indian water and effluent treatment plant industry: A status report prepared under the National Register of Foreign Collaborations. New Delhi: Govt. of India, Dept. of Scientific & Industrial Research, Ministry of Science and Technology, 1993.

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14

Golding, Steven. City of Chewelah wastewater treatment plant: Class II inspection, October 3-6, 1994. Olympia, WA: Washington State Dept. of Ecology, Environmental Investigations and Laboratory Services Program, 1995.

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15

Constable, Miles. Ecological survey of the South Saskatchewan River downstream of the City of Saskatoon wastewater treatment plant. Ottawa: Environment Canada, 2001.

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16

Newell, Brian Sidney. Environmental impact assessment and review of effluent disposal options for Eastern Treatment Plant: Final report June 1999. Wembly, W.A: CSIRO Environmental Projects Office, 1999.

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17

Ontario Tree Improvement and Forest Biomass Institute. Zero discharge through innovative application of intensive silviculture to effluent disposal from a small Canadian wastewater treatment plant. Maple, Ont: Ontario Tree Improvement and Forest Biomass Institute, 1990.

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18

Roose, Morgan. The lower Nooksack River: Metals in sediments upstream and downstream of the Ferndale Wastewater Treatment Plant. Olympia, Wash: Watershed Ecology Section, Environmental Assessment Program, 2002.

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Roose, Morgan. The lower Nooksack River: Metals in sediments upstream and downstream of the Ferndale Wastewater Treatment Plant. Olympia, Wash: Watershed Ecology Section, Environmental Assessment Program, 2002.

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20

Inc, Kilborn Tecsult. Design of pilot plant for passive effluent treatment system of the East Sullivan mine: Basis for design : draft for discussion. [S.l.]: Kilborn Tecsult Inc., 1994.

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21

Berndt, Marian P. Sources and distribution of nitrate in ground water at a farmed field irrigated with sewage treatment-plant effluent, Tallahassee, Florida. Tallahassee, Fla: Dept. of the Interior, U.S. Geological Survey, 1990.

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22

C & S Engineers. i New York State Energy Research and Development Authority., red. Application of biological filters to remove nitrogen from Binghamton-Johnson City Joint Sewage Treatment Plant effluent: Pilot-scale demonstration study : final report. Albany, N.Y: NYSERDA, 1999.

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23

Geological Survey (U.S.), Columbia River Inter-Tribal Fish Commission i Lower Columbia River Estuary Partnership, red. Reconnaissance of contaminants in selected wastewater-treatment-plant effluent and stormwater runoff entering the Columbia River, Columbia River Basin, Washington and Oregon, 2008-10. Reston, Va: U.S. Dept. of the Interior, U.S. Geological Survey, 2012.

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24

Consultants, Beak. Review of aquatic toxicity and environmental impact of Ontario sewage treatment plant effluents: Report prepared for Industrial Program Branch, Conservation and Protection, Environment Canada and Water Resources Branch, Ontario Ministry of the Environment. [Toronto]: Queen's Printer for Ontario, 1990.

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25

(Firm), VBB Allen. Feasibility of energy recovery for heat pump-assisted district heating & cooling from the Metro Renton wastewater treatment plant and effluent transfer system: Phase 2 report. Salem, Or: VBB Allen, 1986.

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26

Mau, David P. Characterization of stormflows and wastewater treatment-plant effluent discharges on water quality, suspended sediment, and stream morphology for Fountain and Monument Creek watersheds, Colorado, 1981-2006. Reston, Va: U.S. Geological Survey, 2007.

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27

T, Webb Richard M., Puerto Rico Aqueduct and Sewer Authority. i Geological Survey (U.S.), red. Assessment of the habitats, biota, sediments, and water quality near the discharge of primary-treated effluent from the Mayagüez Regional Wastewater Treatment Plant, Bahía de Añasco, Puerto Rico. San Juan, P.R: U.S. Dept. of the Interior, U.S. Geological Survey, 2000.

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28

Toxics Link (Organization : India), red. Pipe dreams: Common effluent treatment plant : technology, management & experience. New Delhi: Toxics Link, 2001.

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29

The Waste Management Research Group. Industrial Common Effluent Treatment Plants in India: A Strategic Entry Report, 1999 (Strategic Planning Series). Icon Group International, Inc., 2005.

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30

Water & Effluent Treatment Plant. MSI Marketing Research for Industry Ltd, 2000.

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31

The water and effluent treatment plant market: UK. Chester: MSI Marketing Research for Industry Ltd, 2000.

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32

Applied Guide to Water and Effluent Treatment Plant Design. Elsevier Science & Technology Books, 2018.

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An Applied Guide to Water and Effluent Treatment Plant Design. Elsevier, 2018. http://dx.doi.org/10.1016/c2016-0-01092-6.

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An Applied Guide to Water and Effluent Treatment Plant Design. Elsevier, 2018.

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35

Shah, Maulin, i Aditi Banerjee. Combined Application of Physico-Chemical & Microbiological Processes for Industrial Effluent Treatment Plant. Springer, 2020.

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36

Shah, Maulin, i Aditi Banerjee. Combined Application of Physico-Chemical & Microbiological Processes for Industrial Effluent Treatment Plant. Springer, 2020.

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37

Shah, Maulin, i Aditi Banerjee. Combined Application of Physico-Chemical and Microbiological Processes for Industrial Effluent Treatment Plant. Springer Singapore Pte. Limited, 2021.

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38

McGarrigle, Jonathan C. R. The adoption of the Taguchi Design of Experiments theory for the optimisation of a cosmetic manufacturers effluent treatment plant. 1998.

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39

Reardon, Roderick. Membrane Treatment of Secondary Effluent for Subsequent Use: Phase 2- Pilot Plant Comparisons of Tests of Mf and Uf for Pretreatment of High-pressure Membranes: ... Treatment and Reuse 01-cts-6a (Werf Report). Intl Water Assn, 2008.

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40

Belia, Evangelia, Lorenzo Benedetti, Bruce Johnson, Sudhir Murthy, Marc Neumann, Peter Vanrolleghem i Stefan Weijers, red. Uncertainty in Wastewater Treatment Design and Operation. IWA Publishing, 2021. http://dx.doi.org/10.2166/9781780401034.

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Uncertainty in Wastewater Treatment Design and Operation aims to facilitate the transition of the wastewater profession to the probabilistic use of simulators with the associated benefits of being better able to take advantage of opportunities and manage risk. There is a paradigm shift taking place in the design and operation of treatment plants in the water industry. The market is currently in transition to use modelling and simulation while still using conventional heuristic guidelines (safety factors). Key reasons for transition include: wastewater treatment simulation software advancements; stricter effluent requirements that cannot be designed for using traditional approaches, and increased pressure for more efficient designs (including energy efficiency, greenhouse gas emission control). There is increasing consensus among wastewater professionals that the performance of plants and the predictive power of their models (degree of uncertainty) is a critical component of plant design and operation. However, models and simulators used by designers and operators do not incorporate methods for the evaluation of uncertainty associated with each design. Thus, engineers often combine safety factors with simulation results in an arbitrary way based on designer ‘experience’. Furthermore, there is not an accepted methodology (outside modelling) that translates uncertainty to assumed opportunity or risk and how it is distributed among consultants/contractors and owners. Uncertainty in Wastewater Treatment Design and Operation documents how uncertainty, opportunity and risk are currently handled in the wastewater treatment practice by consultants, utilities and regulators. The book provides a useful set of terms and definitions relating to uncertainty and promotes an understanding of the issues and terms involved. It identifies the sources of uncertainty in different project phases and presents a critical review of the available methods. Real-world examples are selected to illustrate where and when sources of uncertainty are introduced and how models are implemented and used in design projects and in operational optimisation. Uncertainty in Wastewater Treatment Design and Operation defines the developments required to provide improved procedures and tools to implement uncertainty and risk evaluations in projects. It is a vital reference for utilities, regulators, consultants, and trained management dealing with certainty, opportunity and risk in wastewater treatment. ISBN: 9781780401027 (Paperback) ISBN: 9781780401034 (eBook) ISBN: 9781789062601 (ePub)
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41

Kajitvichyanukul, Puangrat, i Brian D'Arcy, red. Land Use and Water Quality: The Impacts of Diffuse Pollution. IWA Publishing, 2022. http://dx.doi.org/10.2166/9781789061123.

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Abstract The influence of landscapes – topography, soil, vegetation, geology – on water quality is an inherent part of the global water cycle. Land use has adverse impacts for example when soils are exposed, significant quantities of pollutants are released (including anthropogenic materials added to those naturally present), or pollutants are added directly to the water environment. Those impacts range from industrial development to farming and urbanisation. Whilst inefficient polluting industrial effluents are still tolerated in some countries, and poorly treated sewage globally remains a huge challenge for sanitation and public health, as well as the water environment, diffuse pollution is relatively poorly recognised or understood. The operator of a sewage or trade effluent treatment plant is consciously discharging effluent to the local river. But a farmer is simply growing crops or farming livestock, a city commuter driving to work is unlikely to be thinking how brake pad wear has released copper to the water (and air) environment and hydrocarbons and particulates too; no one is intending to cause pollution of the water environment. The same applies to industrial chemists creating fire-proofing chemicals, solvents, fertilisers, pesticides, cosmetics and many more substances which contaminate the environment. Understanding and ultimately minimising diffuse pollution is in that sense the science of unintended consequences. And the consequences can be severe, for water resources and ecosystems. It's a global problem. This book comprises 18 papers from experts around the globe, presenting evidence from tropical as well as temperate regions, and rural as well as urban land use challenges. The book explores the nature of diffuse pollution and exemplifies the issues at various scales, from high-level national overviews to particular catchment and pollutant issues. By contrast, natural or semi-natural forest cover has long been recognised as safeguarding water quality in reservoirs (examples from Australia to Thailand and UK). The final chapter looks at how landscapes generally, can be designed to minimise pollution risks from particular land-uses, arguing for a more widespread catchment approach to water-aware landscape design, allied with flood risk resilience, place-making for people, and biodiversity opportunities too. ISBN: 9781789061116 (Paperback) ISBN: 9781789061123 (eBook) ISBN: 9781789061130 (ePub)
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42

Goffin, Eric, Laura Labriola i Michel Jadoul. Bacterial and fungal infections in patients on peritoneal dialysis. Redaktor Jonathan Himmelfarb. Oxford University Press, 2015. http://dx.doi.org/10.1093/med/9780199592548.003.0270.

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Infections specifically related to peritoneal dialysis include peritonitis on the one hand, and exit-site and tunnel infections on the other hand.The diagnosis of peritonitis rests on the classical triad of cloudy dialysate, abdominal pain, and presence of < 100 white-cells (including < 50 % polymorphonuclear cells) within the dialysate effluent. Because peritonitis is associated with high mortality and morbidity rates, empiric antibiotics should be initiated without delay, covering both Gram-positive and Gram-negative organisms. Most regimens include vancomycin or a first-generation cephalosporin for the former, and a third-generation cephalosporin or an aminoglycoside for the latter. Antibiotics are usually administered via the intraperitoneal route. Prophylaxis with an anti-fungal agent has to be considered in diabetic patients and in those who just received prolonged antibiotic administration. Cure is obtained in up to 80 % of the cases ; treatment failure however may occur with refractory or relapsing peritonitis episodes. This is especially common in fungal or fecal associated peritonitis, and will require catheter withdrawal. The incidence of peritonitis has dramatically decreased in recent years with the advent of new connectology systems, and both adequate preventive measures and improved patients’ education. Still it is not clearly documented that new biocompatible dialysate fluids have a favorable effect on peritonitis incidence.Exit-site and tunnel infections are defined by the presence of a purulent discharge around the catheter and by erythema, oedema and tenderness of the subcutaneous pathway of the catheter, respectively. Antibiotics are recommended in case of documented infection. Cuff shaving may sometimes be required, as well as catheter removal in case of unfavourable evolution.
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43

Stephens, KM, i RM Dowling. Wetland Plants of Queensland. CSIRO Publishing, 2002. http://dx.doi.org/10.1071/9780643101449.

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This practical field guide describes and illustrates in colour 90 common and widespread wetland plants found in Queensland, and gives a distribution map for each species. To assist those readers who are keen to learn more, the book includes a series of keys to help identify those species that are not illustrated in the book but which may be encountered in the field. The keys also help to identify closely related species. There is also a glossary of technical terms. Creating artificial wetlands for the treatment of wastewater and rehabilitating wetland areas that have been disturbed by roads, bridges, mining, housing and other infrastructure developments requires the use of a range of plant species. Wetland Plants of Queensland is an invaluable resource for all those involved in the reclamation of wetlands or the treatment of wastewater, including farmers, environmentalists and all those with an interest in wetland revegetation.
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44

Johnson, Nicholas J., i Judd E. Hollander. Management of cocaine poisoning. Oxford University Press, 2016. http://dx.doi.org/10.1093/med/9780199600830.003.0324.

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Cocaine is powerful central nervous system (CNS) stimulant derived from the coca plant. It affects the body via a number of mechanisms including blockade of fast sodium channels, increased catecholamine release, inhibition of catecholamine reuptake, and increased concentration of excitatory amino acid concentrations in the CNS. It is rapidly absorbed via the aerodigestive, respiratory, gastrointestinal, and genitourinary mucosa, and also may be injected. When injected intravenously or inhaled, cocaine is rapidly distributed throughout the body and CNS, with peak effects in 3–5 minutes. With nasal insufflation, absorption peaks in 20 minutes. Its half-life is approximately 1 hour. Common clinical manifestations include agitation, euphoria, tachycardia, hyperthermia, and hypertension. Chest pain is a common presenting complaint among cocaine users; 6% of these patients will have myocardial infarction. Other life-threatening sequelae include stroke, intracranial haemorrhage, seizures, dysrhythmias, and rhabdomyolysis. Clinical signs and symptoms, as well as severity of intoxication, should dictate the diagnostic evaluation and treatment of cocaine intoxicated patients. If the patient has chest pain, an ECG, chest radiograph, and measurement of cardiac biomarkers should be performed. A brief observation period may be useful in these patients. Many manifestations of cocaine intoxication, including agitation, hypertension, and chest pain, are effectively treated with benzodiazepines. Beta-blockers should be avoided in patients with suspected cocaine intoxication. Special attention should be paid to pregnant patients and those who present after ingesting packets filled with cocaine, as they may exhibit severe toxicity if these packets rupture.
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