Changes in levels of N-nitrosamine formed from amine-containing compounds during chloramination via photocatalytic pretreatment with immobilized TiO2: Effect of source water and pH

При изучении качества воды источника водоснабжения г. Самары Саратовского водохранилища особое внимание было уделено основным показателям, влияющим на выбор реагентной обработки: мутность, перманганатная окисляемость и цветность. Сезонные изменения качества воды водохранилища требуют постоянной корректировки дозы реагентов с целью достижения нормативных требований к качеству очищенной воды. Приводятся результаты производственных исследований изменения качества воды Саратовского водохранилища в створе водозаборов г. Самары за 20172019 годы по мутности, перманганатной окисляемости и цветности. В связи с аномальными температурными перепадами и наступлением осеннего паводка (конец декабря 2019 г. и январь 2020 г.) резко изменилось качество воды водохранилища по цветности и перманганатной окисляемости. Отмечено, что увеличение указанных показателей потребовало повышения дозы реагентов при очистке исходной воды. Оптимальная доза реагентов постоянно коректируется в зависимости от состава исходной воды на флокуляторе Lovibond ЕТ-750 . Регулярное проведение пробного коагулирования позволило поддерживать качество очищенной воды в соответствии с нормативными требованиями СанПиН 2.1.4.1074-01 Питьевая вода. Контроль качества , кроме цветности и железа общего, так как превышение этих показателей наблюдалось в пределах погрешности методов измерения.While studying the water quality of the water source of the city of Samara the Saratov water reservoir, special attention was paid to the main indicators that influence the choice of chemical treatment: turbidity, permanganate index and color. Seasonal changes in the water quality of the water reservoir require constant adjustment of the chemical dose in order to meet the regulatory requirements to the quality of treated water. The results of the studies of changes in the water quality of the Saratov reservoir at the water abstraction points of the city of Samara for 20172019 by turbidity, permanganate index and color are presented. Due to the abnormal temperature differences and onset of autumn flood (end of December 2019 and January 2020), the water quality in the water reservoir dramatically changed in color and permanganate index. It was noted that an increase in these indicators required an increase in the dose of chemicals during the source water purification. The optimal dose of chemicals is selected with Lovibond ET-750 flocculator depending on the composition of the source water. Regular test coagulation allowed maintaining the quality of purified water in accordance with the regulatory requirements of SanPiN 2.1.4.1074-01 Drinking water. Quality control , except for color and total iron since the values of these indicators were increased within the measurement accuracy.

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Campylobacter in waterborne epidemics in Finland

Water Science & Technology Water Supply ◽

10.2166/ws.2004.0026 ◽

2004 ◽

Vol 4 (2) ◽

pp. 39-45 ◽

Cited By ~ 2

Author(s):

M.-L. Hänninen ◽

R. Kärenlampi

Keyword(s):

Campylobacter Jejuni ◽

Causative Agent ◽

Water Samples ◽

Fecal Coliforms ◽

Risk Level ◽

Source Water ◽

Indicator Organisms ◽

Faecal Contamination ◽

E Coli ◽

July August September

The sources for drinking water in Finland are surface water, groundwater or artificially recharged groundwater. There are approximately 1400 groundwater plants in Finland that are microbiologically at a high risk level because in most cases they do not use any disinfection treatment. Campylobacter jejuni has caused waterborne epidemics in several countries. Since the middle of the 1980s, C. jejuni has been identified as the causative agent in several waterborne outbreaks in Finland. Between 1998 and 2001, C. jejuni or C. upsaliensis caused seven reported waterborne epidemics. In these epidemics approximately 4000 people acquired the illness. Most of the outbreaks occurred in July, August , September or October. In four of them source water and net water samples were analysed for total coliforms or fecal coliforms, E. coli and campylobacters. We showed that large volumes of water samples in studies of indicator organisms (up to 5000 ml) and campylobacters (4000–20,000 ml) increased the possibility to identify faecal contamination and to detect the causative agent from suspected sources.

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Biodegradability of Danube bank filtrate and its enhancement by ozonation

Water Science & Technology Water Supply ◽

10.2166/ws.2007.076 ◽

2007 ◽

Vol 7 (3) ◽

pp. 139-144

Author(s):

V.Z. Cukic ◽

V.L. Knezic

Keyword(s):

Organic Carbon ◽

Dissolved Organic Carbon ◽

Distribution Networks ◽

Organic Content ◽

Low Risk ◽

Danube River ◽

Source Water ◽

Transformation Processes ◽

By Products

The reduction of organic content through transformation processes in the Danube aquifer along a studied area, biodegradability of Danube bank filtrate and its enhancement by ozonation have all been examined in a study carried out in order to assess amenability of Danube bank filtrate for bio-filtration. As determined during the study period Dissolved Organic Carbon (DOC) varied from 4.6–6.5 mgC/L and from 2.8–3.7 mgC/L in Danube River and Danube bank filtrate respectively. As determined 11.2% of Danube bank filtrate DOC was bio-degradable. A substantial enhancement of biodegradability has been observed after the application of Ozone dosages ranging from 0.45 to 0.9 mgO3/ mgC. It was concluded that Danube bank filtrate itself is not amenable for bio-filtration but an enhancement of its bio-degradability by ozonation could make bio-filtration a reasonable and economical option for reducing of DOC content to the levels that provide low risk of excessive disinfection by-products formation and prevent bacterial re-growth in distribution networks of cities using Danube bank filtrate as the source water.

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Optimal operations for groundwater denitrification of drinking water using heterotrophic biological denitrification process

Water Science & Technology Water Supply ◽

10.2166/ws.2006.060 ◽

2006 ◽

Vol 6 (2) ◽

pp. 125-130

Author(s):

C.-H. Hung ◽

K.-H. Tsai ◽

Y.-K. Su ◽

C.-M. Liang ◽

M.-H. Su ◽

...

Keyword(s):

Drinking Water ◽

Removal Efficiency ◽

Nitrate Removal ◽

Drinking Water Treatment ◽

Nitrate Content ◽

Source Water ◽

Nitrogen Gas ◽

Negative Effect ◽

Denitrification Process ◽

Heterotrophic Denitrification

Due to the extensive application of artificial nitrogen-based fertilizers on land, groundwater from the central part of Taiwan faces problems of increasing concentrations of nitrate, which were measured to be well above 30 mg/L all year round. For meeting the 10 mg/L nitrate standard, optimal operations for a heterotrophic denitrification pilot plant designed for drinking water treatment was investigated. Ethanol and phosphate were added for bacteria growing on anthracite to convert nitrate to nitrogen gas. Results showed that presence of high dissolved oxygen (around 4 mg/L) in the source water did not have a significantly negative effect on nitrogen removal. When operated under a C/N ratio of 1.88, which was recommended in the literature, nitrate removal efficiency was measured to be around 70%, sometimes up to 90%. However, the reactor often underwent severe clogging problems. When operated under C/N ratio of 1.0, denitrification efficiency decreased significantly to 30%. Finally, when operated under C/N ratio of 1.5, the nitrate content of the influent was almost completely reduced at the first one-third part of the bioreactor with an overall removal efficiency of 89–91%. Another advantage for operating with a C/N ratio of 1.5 is that only one-third of the biosolids was produced compared to a C/N value of 1.88.

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The Incidence of Waterborne and Water-Associated Disease in Scotland from 1945 to 1987

Water Science & Technology ◽

10.2166/wst.1989.0089 ◽

1989 ◽

Vol 21 (3) ◽

pp. 125-129 ◽

Cited By ~ 9

Author(s):

C. Benton ◽

G. I. Forbes ◽

G. M. Paterson ◽

J. C. M. Sharp ◽

T. S. Wilson

Keyword(s):

Health Department ◽

Viral Gastroenteritis ◽

Source Water ◽

Unknown Aetiology ◽

Waterborne Disease ◽

Chemical Agents ◽

Large Numbers ◽

Private And Public ◽

Treatment Facilities ◽

Water Borne

A review of the incidence of waterborne disease in Scotland from 1945 to 1987 has been undertaken in conjunction with the Communicable Diseases (Scotland) Unit and the Scottish Home and Health Department. Primarily, these relate to contamination of private and public supplies by microbiological and chemical agents, but incidents in which water such as river water was ingested deliberately or accidentally were included. Water-related infections such as legionellosis and leptospirosis which are acquired by non-alimentary routes have been excluded. During the period of the review there were 57 outbreaks of water-borne disease comprising of over 15,305 cases of illness. A total of 18 outbreaks occurred in public supplies and 21 in private supplies. Microbiological contamination gave rise to the greatest number of cases of water-borne disease which were caused by viral gastroenteritis and shigellosis followed by outbreaks of gastroenteritis of unknown aetiology. The highest number of outbreaks were due to chemical poisoning,caused mainly by lead and copper, followed by outbreaks of gastroenteritis of unknown aetiology. The type of deficiency giving rise to incidents of waterborne disease were described for private and public water supplies. In public supplies the need for hygenic storage of water in distribution and effective catchment control practices in conjunction with adequate water treatment facilities is emphasised. In private supplies the need to, at minimum, apply rudimentary disinfection to untreated source water is highlighted by the large numbers of people who have been affected by water-borne disease.

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System Analysis of Source Water Indicators at Drinking Water Production in the Central Water Supply System

Intellekt Sist Proizv ◽

10.22213/2410-9304-2018-2-84-96 ◽

2018 ◽

Vol 16 (2) ◽

pp. 84

Author(s):

G A Blagodatsky ◽

A A Bass ◽

M M Gorokhov ◽

D S Ponomarev

Keyword(s):

Drinking Water ◽

Water Supply ◽

System Analysis ◽

Supply System ◽

Water Supply System ◽

Source Water ◽

Water Production ◽

Drinking Water Production

Работа посвящена системному анализу данных показателей исходной воды при производстве питьевой воды в системе центрального водоснабжения крупного населенного пункта. На сегодняшний день на фоне увеличивающегося негативного антропогенного воздействия на окружающую среду наблюдается ухудшение состояния многих источников питьевого водоснабжения в широком спектре показателей, в частности, таких как органолептические свойства воды. Как следствие, возникает проблема и для питьевой воды. В работе приводится процесс подготовки данных о параметрах исходной воды, забираемой из водохранилища, которые ежемесячно (с 2002 по 2014 год) учитывались на предприятии при дезодорации воды. Приведенные параметры оказывают существенное влияние на органолептические свойства конечной воды. Подготовка данных для анализа проводится методом главных компонент К. Пирсона. Данные, полученные в пространстве R9, переводятся в пространство меньшей размерности R3. Понижение размерности позволяет снизить автокорреляцию между компонентами. Отбор компонент в пространство R3 проводится по правилу Парето. В пространстве R3 методом сферической кластеризации данных «Форель» с постоянным радиусом группировки проводится кластеризация. Приводится пошаговое визуальное представление алгоритма кластеризации в пространстве R3. В работе показано, что в данных показателях качества исходной воды имеются кластеры. Проводится корреляционно-регрессионный анализ данных, представленных в главных компонентах. Строятся регрессионные зависимости показателей органолептических свойств от главных компонент из пространства R3.

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