Probabilistic design of a riverine early warning source water monitoring systemA paper submitted to the Journal of Environmental Engineering and Science.

2009 ◽  
Vol 36 (6) ◽  
pp. 1095-1106 ◽  
Author(s):  
Heather P. Sim ◽  
Donald H. Burn ◽  
Bryan A. Tolson
Keyword(s):  
Drinking Water ◽  
Early Warning ◽  
Treatment Plant ◽  
Drinking Water Treatment ◽  
Water Treatment Plant ◽  
Water Monitoring ◽  
Monitoring Station ◽  
Source Water ◽  
Water Supplies ◽  
Source Water Protection

Source water protection involves safeguarding water supplies from contamination and depletion. Despite best efforts, spills cannot always be prevented from entering a source water body. However, many spills can be prevented from entering a drinking water treatment plant if an early warning source water monitoring station is used. These stations provide downstream water utilities with advanced notification of spills so the utilities have time to implement their responses. This paper addresses the design of an early warning monitoring station for a riverine source of drinking water. Riverine water supplies face many threats related to accidental spills, which are inherently uncertain in nature. Therefore, designing a monitoring station for the detection of these events requires a probabilistic modelling approach. The design objectives include maximizing the probabilities of detection and of having a threshold amount of warning time. The methodology is applied to a water supply intake on the Grand River in southern Ontario.

scholarly journals Early-warning system for safe drinking-water: A domain-specific modelling approach

2010 ◽  
pp. 86-88
Author(s):  
Syed Imran
Keyword(s):  
Drinking Water ◽  
Water Treatment ◽  
Early Warning ◽  
Environmental Protection Agency ◽  
Early Warning System ◽  
Treatment Plant ◽  
Warning System ◽  
Drinking Water Treatment ◽  
Water Treatment Plant ◽  
Water Supplies

The quality of drinking water in Ireland was brought forcefully to the attention of the Irish public with the outbreak of cryptosporidiosis in Galway City during 2007, which affected more than 90,000 people, causing illness in over 240 people, and led to the imposition of a boil water notice in Galway City for 5 months during the peak tourist season. In 2008, the Irish Environmental Protection Agency (EPA) identified 36% of public water supplies (339 supplies) that required detailed profiling, that is, the representation of all the physical items that may constitute the drinking water treatment plant in order to ensure their capability to provide clean and wholesome drinking water. These water supplies, which were included on a Remedial Action List, required a range of actions to their drinking water treatment plants to ensure they could achieve this. The aim is to develop a novel Early Warning System for water ...

scholarly journals Implications for Emergency Response to the Severe Odor Incident Occurred in Source Water: Potential Odorants and Control Strategy

2021 ◽  
Author(s):  
Qingyuan Guo ◽  
Zhaoxia Li ◽  
Tianming Chen ◽  
Bairen Yang ◽  
Cheng Ding
Keyword(s):  
Drinking Water ◽  
Treatment Plant ◽  
Drinking Water Treatment ◽  
Water Treatment Plant ◽  
Water Source ◽  
Control Measures ◽  
Drinking Water Source ◽  
Source Water ◽  
Severe Problem ◽  
And Control

Abstract Sudden odor incidents occurring in the source water have been a severe problem for water suppliers. In order to apply emergency control measures effectively, it is necessary to identify the target compounds responsible for odor incidents rapidly. The present work identified the odorants and explored emergency disposal mechanisms for sudden and severe odors in the QT River's drinking water source (HZ city, China). Medicinal, chemical, septic, and musty odors with strong intensities were detected in the source water. The effect of conventional treatments of drinking water treatment plant (DWTP) on odors' removal was limited, which was evident by the presence of medicinal, chemical, and musty odors with moderate intensities in the effluent of DWTP. Total seventeen odorants were identified successfully in the source water of QT River and the effluent of DWTP. The measured OAVs and reconstituting the identified odorants explained 87%, 87%, 89%, and 94% of medicinal, chemical, septic, and musty odors, respectively, in the source water of the QT River and 90%, 87%, and 88% of medicinal, chemical, and musty odors in the effluent. Styrene, phenol, 2-chlorophenol, 2-tert-butylphenol, and 2-methylphenol were associated with the medicinal odor, while propyl sulfide, diethyl disulfide, propyl disulfide, and indole were related to the septic odor. Geosmin and 2-methylisoborneol (2-MIB) were responsible for the musty odor, and cyclohexanone, 1,4-dichlorobenzene, and nitrobenzene were involved with the chemical odor. Based on the characteristics of identified odorants, powdered activated carbon (PAC) was applied to control the odors in the QT River. The results indicated that the medicinal, chemical, septic, and musty odors could be removed entirely after adding 15 mg/L PAC, which effectively controlled emergency odor problems. Overall, the study would offer a scientific basis and operational reference for emergency odor management and control in DWTP with similar complicated odor incidents.

Experiences with the practical implementation and operation of biological nitrification for a small-scale drinking water treatment plant

2016 ◽  
Vol 16 (4) ◽  
pp. 922-930 ◽  
Author(s):  
L. Richard ◽  
E. Mayr ◽  
M. Zunabovic ◽  
R. Allabashi ◽  
R. Perfler
Keyword(s):  
Drinking Water ◽  
Water Treatment ◽  
Water Supply ◽  
Treatment Plant ◽  
Drinking Water Treatment ◽  
Water Treatment Plant ◽  
Drinking Water Supply ◽  
Small Scale ◽  
Treatment Performance ◽  
Biological Nitrification

The implementation and evaluation of biological nitrification as a possible treatment option for the small-scale drinking water supply of a rural Upper Austrian community was investigated. The drinking water supply of this community (average system input volume: 20 m3/d) is based on the use of deep anaerobic groundwater with a high ammonium content of geogenic origin (up to 5 mg/l) which must be treated to prevent the formation of nitrites in the drinking water supply system. This paper describes the implementation and operation of biological nitrification despite several constraints including space availability, location and financial and manpower resources. A pilot drinking water treatment plant, including biological nitrification implemented in sand filters, was designed and constructed for a maximum treatment capacity of 1.2 m3/h. Online monitoring of selected physicochemical parameters has provided continuous treatment performance data. Treatment performance of the plant was evaluated under standard operation as well as in the case of selected malfunction events.

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