The list of lists – are we measuring the best PPCPs for detecting wastewater impact on a receiving water?

2012 ◽  
Vol 7 (4) ◽  
Author(s):  
Andrew Eaton ◽  
Ali Haghani

Determining an appropriate set of indicators to show that a water supply is not impacted by wastewater is critical for watershed protection and for potable reuse projects. In 2010 the California State Water Resources Control Board (CA SWRCB) Blue Ribbon Panel issued a set of recommendations for a very short list (7) of compounds to be monitored for re-use projects. In 2009/10 the Santa Ana Watershed Project Authority (SAWPA) developed a separate list of potential wastewater indicator compounds (11) based on a consensus panel, with the intention of sampling all dischargers to the Santa Ana River to determine occurrence. In 2009, the Water Research Foundation (WaterRF) funded project 4167, which examined analytical performance for 22 potential compounds of interest for assessing drinking water. In 2010, a NWRI report suggested primidone as a tracer. In 2009 Buerge et al. demonstrated the effectiveness of artificial sweeteners as conservative wastewater tracers. There is some overlap among these lists but there are also some potential key indicators that are only on a single proposed list and the potential that some are on ‘none’ of the lists. MWH developed a direct online extraction/analysis method using LC-MS-MS for nearly 90 target analytes that covers all of the compounds listed in the projects above. This method has reporting limits for most of the analytes in the 5–10 ng/L range. In 2010 and again in 2011, this technique was used for a SAWPA effluent monitoring project to assess the relative amount of information obtained from the different lists. Samples from 17 wastewater effluents and the downstream receiving water were tested for ∼90 analytes. We compared (a) frequency of detection in the effluent samples (b) concentration range and (c) variability among dischargers. Data were compared to other locations collected across the country and to municipal drinking water sources and distribution system samples to determine the most persistent compounds (and therefore best indicators). The ideal generic tracer should be relatively abundant and show minimal concentration variation. It is apparent that none of the existing lists (SAWPA, SWRCB, WaterRF, primidone, sucralose/acesulfame-K) is a ‘perfect’ list and greater discerning power is obtained by looking at long lists. Specifically the SAWPA list suffers because only one compound, TCEP was detected in all effluent samples, and concentration varied by a factor of 10 among dischargers. The CA SWRCB list suffers because only sucralose was detected in all samples; iopromide was only detected in about 50% of the samples and gemfibrozil in an even smaller number of effluents. Primidone, while occurring in 100% of samples varies by five fold among local sources and thus may not be the ideal tracer. Many of the compounds in the WaterRF list are not even among the most commonly detected analytes in effluents. Taking advantage of the power of a long list covering various classes of compounds it becomes possible to identify both generic (sucralose, acesulfame-K, TCEP, primidone) and specific (iohexal, atenolol, butalbital, caffeine degradates such as theobromine and 1, 7-dimethylxanthine, triazine and degradates) tracers to not only determine the presence of wastewater, but also potential specific primary wastewater sources. Several of the compounds seen most frequently that also have less than ten fold variation include ones not commonly measured (Dehydronifedipine, dilantin, meprobamate). Once the appropriate target analytes are identified for a given set of dischargers, future monitoring can then use a smaller set, but a-priori determination of a short list of indicators may eliminate significant important potential tracer compounds.

2018 ◽  
Vol 3 (1) ◽  
Author(s):  
Nusa Idaman Said

Water disinfection means the removal, deactivation or killing of pathogenic microorganisms. Microorganisms are destroyed or deactivated, resulting in termination of growth and reproduction. When microorganisms are not removed from drinking water, drinking water usage will cause people to fall ill. Chemical inactivation of microbiological contamination in natural or untreated water is usually one of the final steps to reduce pathogenic microorganisms in drinking water. Combinations of water purification steps (oxidation, coagulation, settling, disinfection, and filtration) cause (drinking) water to be safe after production. As an extra measure many countries apply a second disinfection step at the end of the water purification process, in order to protect the water from microbiological contamination in the water distribution system. Usually one uses a different kind of disinfectant from the one earlier in the process, during this disinfection process. The secondary disinfection makes sure that bacteria will not multiply in the water during distribution. This paper describes several technique of disinfection process for drinking water treatment. Disinfection can be attained by means of physical or chemical disinfectants. The agents also remove organic contaminants from water, which serve as nutrients or shelters for microorganisms. Disinfectants should not only kill microorganisms. Disinfectants must also have a residual effect, which means that they remain active in the water after disinfection. For chemical disinfection of water the following disinfectants can be used such as Chlorine (Cl2),  Hypo chlorite (OCl-), Chloramines, Chlorine dioxide (ClO2), Ozone (O3), Hydrogen peroxide etch. For physical disinfection of water the following disinfectants can be used is Ultraviolet light (UV). Every technique has its specific advantages and and disadvantages its own application area sucs as environmentally friendly, disinfection byproducts, effectivity, investment, operational costs etc. Kata Kunci : Disinfeksi, bakteria, virus, air minum, khlor, hip khlorit, khloramine, khlor dioksida, ozon, UV.


2002 ◽  
Vol 2 (1) ◽  
pp. 319-324
Author(s):  
M.M. Critchley ◽  
N.J. Cromar ◽  
N. McClure ◽  
H.J. Fallowfield

This study investigated the potential for distribution system biofilm bacteria to elevate copper concentrations in drinking water. Biofilms were sampled from household copper reticulation pipes and grown on R2A agar. Laboratory coupon experiments were used to determine the effect of single isolate biofilms on aqueous copper concentrations. The majority of biofilm bacteria did not affect copper concentrations in comparison to sterile controls. However, several bacteria including Acidovorax delafieldii, Cytophaga johnsonae and Micrococcus kristinae were shown to significantly elevate copper concentrations in drinking water. In contrast, the bacteria Rhodococcus sp. and Xanthomonas maltophilia were shown to significantly decrease copper levels in comparison to controls. The significance of biofilm bacteria to increase copper concentrations in drinking water has implications for public health by increasing concentrations to levels toxic to humans.


2008 ◽  
Vol 8 (4) ◽  
pp. 421-426
Author(s):  
J. Menaia ◽  
M. Benoliel ◽  
A. Lopes ◽  
C. Neto ◽  
E. Ferreira ◽  
...  

Concerns arise from the possible occurrence of pathogens in drinking water pipe biofilms and storage tank sediments. In these studies, biofilm samples from pipes and sediments from storage tanks of the Lisbon drinking water distribution system were analyzed. Protein determinations and heterotrophic counts on pipe biofilm samples were used to assess the Lisbon network sessile colonization intensity and distribution. Indicator and pathogenic microorganisms were analyzed in pipe biofilm samples, as well as in storage tanks biofilm and sediments, by using cultural methods and PCR, to assess risks. Results have shown that the Lisbon network sessile colonization is relatively weak in intensity. In addition, no meaningful hazards were apparent for both the network biofilm and the storage tanks biofilm and sediments.


2009 ◽  
Vol 43 (20) ◽  
pp. 5005-5014 ◽  
Author(s):  
Jeffrey G. Szabo ◽  
Christopher A. Impellitteri ◽  
Shekar Govindaswamy ◽  
John S. Hall

2007 ◽  
Vol 2007 (1) ◽  
pp. 449-467
Author(s):  
Stacia L. Thompson ◽  
Elizabeth Casman ◽  
Paul Fischbeck ◽  
Mitchell J. Small ◽  
Jeanne M. VanBriesen

2017 ◽  
Vol 15 (6) ◽  
pp. 942-954 ◽  
Author(s):  
Parul Gulati ◽  
Moushumi Ghosh

Sphingomonas paucimobilis, an oligotroph, is well recognized for its potential for biofilm formation. The present study explored the biofilm forming ability of a strain isolated from municipal drinking water on plumbing materials. The intensity of biofilm formation of this strain on different plumbing materials was examined by using 1 × 1 cm2 pieces of six different pipe materials, i.e. polyvinyl chloride (PVC), polypropylene (PP), polyethylene (PE), aluminium (Al), copper (Cu) and rubber (R) and observing by staining with the chemical chromophore, Calcofluor. To understand whether biofilm formation occurs under flow through conditions, a laboratory-scale simulated distribution system, comprised of the above materials was fabricated. Biofilm samples were collected from the designed system at different biofilm ages (10, 40 and 90 hours old) and enumerated. The results indicated that the biofilm formation occurred on all plumbing materials with Cu and R as exceptions. The intensity of biofilm formation was found to be maximum on PVC followed by PP and PE. We also demonstrated the chemical chromophore (Calcofluor) successfully for rapid and easy visual detection of biofilms, validated by scanning electron microscope (SEM) analysis of the plumbing materials. Chlorination has little effect in preventing biofilm development.


2014 ◽  
Vol 12 (4) ◽  
pp. 634-655 ◽  
Author(s):  
H. M. Murphy ◽  
K. D. M. Pintar ◽  
E. A. McBean ◽  
M. K. Thomas

The true incidence of endemic acute gastrointestinal illness (AGI) attributable to drinking water in Canada is unknown. Using a systematic review framework, the literature was evaluated to identify methods used to attribute AGI to drinking water. Several strategies have been suggested or applied to quantify AGI attributable to drinking water at a national level. These vary from simple point estimates, to quantitative microbial risk assessment, to Monte Carlo simulations, which rely on assumptions and epidemiological data from the literature. Using two methods proposed by researchers in the USA, this paper compares the current approaches and key assumptions. Knowledge gaps are identified to inform future waterborne disease attribution estimates. To improve future estimates, there is a need for robust epidemiological studies that quantify the health risks associated with small, private water systems, groundwater systems and the influence of distribution system intrusions on risk. Quantification of the occurrence of enteric pathogens in water supplies, particularly for groundwater, is needed. In addition, there are unanswered questions regarding the susceptibility of vulnerable sub-populations to these pathogens and the influence of extreme weather events (precipitation) on AGI-related health risks. National centralized data to quantify the proportions of the population served by different water sources, by treatment level, source water quality, and the condition of the distribution system infrastructure, are needed.


2017 ◽  
Vol 18 (5) ◽  
pp. 1739-1746
Author(s):  
D. L. Gallagher ◽  
K. Phetxumphou ◽  
A. M. Dietrich

Abstract Chemical spills polluting drinking water are often mixtures with each chemical having unique characteristics for partitioning, toxicity, and odour leading to significant differences in human risk exposures. A 2014 chemical spill of crude (4-methylcyclohexyl)methanol (MCHM) resulted in a $126 million USD fine to the water utility. The spill consisted of at least ten chemicals including 34% cis- and 60% trans-4-MCHM and 0.7% cis- and 0.3% trans-methyl-4-methylcyclohexanecarboxylate (MMCHC). While a very minor component, trans-MMCHC contributed substantially to odour because of its high Henry's Law Constant, 2.23 × 10−2 at 40 °C showering, and low odour threshold concentration (OTC), 0.02 ppb-v, air. Using USEPA risk assessment parameters in a 15-minute shower model with influent concentration of 42 ppb-aq cis- and trans-4-MMCHC, representative of initial spill concentrations in the distribution system, adult ingestion and inhalation for trans-MMCHC were almost equal, 4.00 × 10−4 and 4.26 × 10−4 mg/kg/d, respectively. For children, inhalation doses exceeded ingestion dose: 1.72 × 10−3 mg/kg/d versus 0.93 × 10−3 mg/kg/day trans-MMCHC. This exposure assessment with varying OTC for crude MCHM chemicals reinforces considering chemical, physical, and biological properties of all chemicals in the spill. Consumers aware of their exposure to chemicals in drinking water lost consumer confidence; the water utility was required to compensate individuals and businesses for financial losses.


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