Some effects of pulp and paper wastewater on microbiological water quality of a river

A study was conducted to detect the source of fecal indicator bacteria and measure the resulting impairment of water quality of the Sturgeon River at Sturgeon Falls, Ontario, Canada. The bacteriological water quality of the river above the dam at Sturgeon Falls was fairly good, while below the dam the water quality was degraded. The principal input of fecal indicator bacteria was traced to the paper mill at Sturgeon Falls. The impairment of water quality was detected all the way to recreational areas near the mouth of the river. The impaired stretch of the river had diminished aesthetic appeal. Other sources of indicator bacteria could be masked by the large numbers of similar bacteria discharged from the paper mill. The principal fecal coliform was Klebsiella pneumoniae. In pulp mill wastes the fecal origin of this bacterium can be disputed, and so its presence in large numbers interfered with the interpretation of fecal coliform results. K. pneumoniae is also an opportunistic pathogen which causes infections in humans. Thermotolerant oxidase positive bacteria which were isolated from the paper mill wastes, register as false positives in the fecal coliform test causing problems in interpretation. Pseudomonas aeruginosa was detected in the pulp mill wastewater, and at a level of 82 PA 100 ml⁻¹ in recreational areas of the river. This was considered to be of some hazard to users of the water. In addition, Escherichia coli was detected in the mill wastewater, at about 200 EC 100 ml⁻¹, and this probably indicated some measure of fecal pollution though likely of animal origin. Finally the nutrient rich wastewater led to an approx. 50-fold increase in density of aerobic heterotrophic bacteria in the river water, as well as the production of a slimy filamentous growth on surfaces, stones and wooden pilings, in the river. The principal organism in this slime was the fungus Leptomitus.     

Distribution of enteroviruses in sediments contiguous with a deep marine sewage outfall

The distribution of enteroviruses, coliforms, fecal coliforms and fecal streptococcus discharged from a raw sewage outfall pipe 3.6 km from shore at a depth of 44 m was studied. Enteroviruses and indicator bacteria were only isolated from water in an area within 200 m of the outfall. However, viruses were isolated from sediments as far as 3.6 km from the outfall at recreational bathing beaches. The concentration of enteroviruses in the sediment at the outfall boil ranged from 112 to 78 PFU l⁻¹ and 0 to 30 PFU l⁻¹ at the bathing beach. Indicator bacteria were not detected in the water or sediment at the bathing beach. Analysis of sediments for viruses may give a better idea of the long term distribution of sewage discharged from the outfall pipe.     

Hazards associated with the use of chlorinated oxidation pond effluents for irrigation

Eight milligrams per litre chlorine applied to oxidation pond effluents caused no algal kill within the first 2 h of contact. The available chlorine attacks bacteria causing coliform count to drop from 10⁵ 100 ml⁻¹ to a few tens. Enterovirus counts dropped from about 80 100 ml⁻¹ before chlorination to 37 100 ml⁻¹ (after chlorination). Vibrio cholerae (El-Tor) were killed under these adverse conditions, and MPN dropped from 10³ 100 ml⁻¹ in the influent wastes to 2 100 ml⁻¹ in the effluents. A 5 mg l⁻¹ dose of chlorine at 1 h contact time killed these sensitive bacteria decreasing MPN to less than 2 100 ml⁻¹.Differences between the efficiency of chlorination experiments under laboratory and field conditions would necessitate the application of 15 mg l⁻¹ chlorine for 2 h of contact.     

Fecal coliform accumulation within a river subject to seasonally-disinfected wastewater discharges

As pathogen contamination is a leading cause of surface water impairment, there has been increasing interest in the implications of seasonal disinfection practices of wastewater effluents for meeting water quality goals. For receiving waters designated for recreational use, disinfection during the winter months is often considered unnecessary due to reduced recreational usage, and assumptions that lower temperatures may reduce pathogen accumulation. For a river subject to seasonal disinfection, we sought to evaluate whether fecal coliforms accumulate during the winter to concentrations that would impair river water quality. Samples were collected from municipal wastewater outfalls along the river, as well as upstream and downstream of each outfall during the winter, when disinfection is not practiced, and during the summer, when disinfection is practiced. During both seasons, fecal coliform concentrations reached 2000–5000 CFU/100 mL, nearly an order of magnitude higher than levels targeted for the river to achieve primary contact recreational uses. During the summer, wastewater effluents were not significant contributors to fecal coliform loadings to the river. During the winter, fecal coliform accumulated along the river predominantly due to loadings from successive wastewater outfalls. In addition to the exceedance of fecal coliform criteria within the river, the accumulation of wastewater-derived fecal coliform along the river during the winter season suggests that wastewater outfalls may contribute elevated loads of pathogens to the commercial shellfish operations occurring at the mouth of the river. Reductions in fecal coliform concentrations between wastewater outfalls were attributed to dilution or overall removal. Combining discharge measurements from gauging stations, tributaries and wastewater outfalls to estimate seepage, dilution between wastewater outfalls was estimated, along with the percentage of the river deriving from wastewater outfalls. After accounting for dilution, the residual reductions in fecal coliform concentrations observed between outfalls were attributed to actual fecal coliform removal. The estimated rate of removal of 1.52 d^?1 was significantly higher than die-off rates determined by previous researchers at similarly low temperatures in laboratory batch experiments, indicating the potential importance of other removal mechanisms, such as predation or sedimentation.     

Coliform and chemical oxygen demand removal from meatworks effluents by different treatment processes

Raw effluents from meatworks were found to have high levels of bacterial contamination, comparable to those found in domestic sewage. Counts of 4 × 10⁷ ml⁻¹ for total aerobes and 10⁷ ml⁻¹ for total coliforms were obtained. Four effluent treatment processes were examined for effectiveness of removal of bacteria, chemical oxygen demand (COD) and suspended solids (SS). Lagoon and activated sludge systems were the most efficient, followed by physico-chemical treatment and lastly by high-rate trickling filtration. Both the lagoon and activated sludge systems achieved large reductions in total coliform counts, usually by factors of between 10³ and 10⁴. The effluents from both these systems nearly met normal discharge requirements for COD and SS, but the bacteriological quality was still poor.     

Batch coagulation of a lagoon for fecal coliform reductions

The research examined the factors affecting fecal coliform removal from lagoon wastewater by batch treatment with aluminum sulphate. Laboratory experiments based on factorial designs and jar tests were used to determine the statistically significant factors controlling the removal of fecal coliform bacteria. Temperature, chemical dose, pH, rapid mixing and flocculation were examined at two different laboratory scales. The results indicated that alum dose and pH were the only significant parameters. A design chart was developed for the wastewater tested enabling dose determination for a desired fecal coliform reduction. This chart was used to select the dose for a full scale field trial to reduce fecal coliforms to < 10 per 100 ml. The design dose was 300 mg 1⁻¹ Al₂(SO₄)₃·18 H₂O and a final pH of 6.4 was predicted.The field trial used liquid alum (Al₂(SO₄)₃·14.2 H₂O) delivered by tanker truck and distributed by motor boat. The treatment reduced fecal coliforms by 99.9%, total phosphorus by 97%, total suspended solids (TSS) by 90% and 5-day carbonaceous biochemical oxygen demand (CBOD₅) by 35%.The cost of treatment for labour and materials was $CDN 0.07 m⁻³.     

Concentration of enteric viruses in wastewater and effluent: a two year survey

A 2 year survey has been carried out on the wastewater and effluent of the Haifa treatment plant in order to gather information on the concentration and composition of the enteric viral population. The results obtained showed (a) the enteric viruses are present in wastewater and effluent all year round. (b) Their numbers fluctuate and are usually lower during the winter. (c) The highest numbers have been recorded between April and September with peaks occurring in wastewater during the month of July (106,000 PFU 100 ml⁻¹) and in effluent in August (94,000 PFU 100 ml⁻¹). During the months January through March the most prevalent viruses isolated were Polio I and ECHO₄.     

Measurement of effects of carbaryl in surface water on fecal pollution indicator bacteria by use of plate counts and respirometry

The effects of carbaryl on the fecal pollution indicator bacteria Escherichia coli and Streptococcus faecalis have been measured by both plate count and respirometric methods. Both plate counts and rate of oxygen uptake were significantly decreased in S. faecalis following exposure to carbaryl at either 1 or 5 mg 1⁻¹. When E. coli was exposed to carbaryl at 5 mg 1⁻¹ there was no evidence of alteration of the metabolic rate. and counts decreased beginning on the third day after exposure. E. coli in the presence of 1 mg 1⁻¹ carbaryl showed a significantly increased metabolic rate by respirometry; however, counts also began to decrease on the third day of exposure in the plate count experiments. When the metabolic rate of E. coli (after having been exposed to 1 mg 1⁻¹ carbaryl for 7 days) was tested, it was found to be significantly lower than the control. Based on these data, one may expect to obtain distorted results when testing for fecal pollution indicators if carbaryl is present, or has recently been present in the water.     

The effects of a chlorinated discharge and a thermal outfall on the structure and composition of the aquatic macroinvertebrate communities in the sheep river, Alberta, Canada

Physico-chemical and biological samples were collected from 12 sampling stations over a 13-month period to assess the effects of a small town's chlorinated sewage discharge and a thermal discharge on the Sheep River's macroinvertebrate communities. During the study, the chlorinated effluent plume was restricted to the left third of the channel for approx. 0.5 km at which point the effluent was thoroughly mixed due to an abrupt change in channel direction. Within the concentrated 0.5 km chlorinated plume, total residual chlorine TRC concentrations periodically exceeded 5.0 mg l⁻¹. Stations were categorized into similar community assemblages on the basis of species abundance and composition using heirarchical cluster analysis. Stations immediately downstream of the thermal outfall and those within the chlorinated plume had distinctly different structure and were dominated by Oligochaeta. Multiple discriminant analysis indicated that temperature was the principle discriminating variable immediately below the thermal discharge while the chlorinated sewage (MCSE) variable was the most important discriminant function within the chlorinated effluent plume. Following complete mixing of the effluent plume within the stream channel (0.6 km downstream of outfall), macroinvertebrate structure and diversity improved, presumably due to nutrient enrichment and dilution of TRC below detectable levels.     

Bacterial suppression of chlorella by hydroxylamine production

An actively nitrifying Arthrobacter sp. isolated from a lake inhibited the growth of Chlorella vulgaris. This was found to be due to hydroxylamine released by the bacterium during the oxidation of ammonium or other reduced nitrogen compounds. Plates containing Plate Count Agar streaked with Arthrobacter, accumulated 5 μg ml⁻¹ hydroxylamine-N. Chlorella was sensitive to less than 0.24 μg ml⁻¹ hydroxylamine-N. Non-nitrifying bacterial isolates of lacustrine origin did not demonstrate inhibiting activity. Our results indicate that nitrifying microorganisms may thus affect the population dynamics of algae in eutrophic lakes.     

A pilot study on the lytic activity of bdellovibrio in wastewater

Domestic wastewater and 0.22 μm pore size wastewater filtrates in a small-scale laboratory wastewater treatment system were inoculated with qual numbers of Eschericia coli and of Bdellovibrio cells. Over a 9-day period, cell counts were made for Bdellovibrio and coliforms. A 3 log reduction within a 72 h incubation period was recorded for both Bdellovibrio and the coliform population inoculated into wastewater. A significant difference (P < 0.05) was observed between the Bdellovibrio populations in wastewater and in wastewater filtrates within an incubation period of 24h and between the coliform populations within an incubation period of 48 h. The data from the study indicate that steady-state conditions appear to exist concerning the interaction between Bdellovibrio and E. coli in waste-water and that Bdellovibrio has only a minor role in the elimination of E. coli from wastewater.     

Assessment of sources of human pathogens and fecal contamination in a Florida freshwater lake

We investigated the potential for a variety of environmental reservoirs to harbor or contribute fecal indicator bacteria (FIB), DNA markers of human fecal contamination, and human pathogens to a freshwater lake. We hypothesized that submerged aquatic vegetation (SAV), sediments, and stormwater act as reservoirs and/or provide inputs of FIB and human pathogens to this inland water. Analysis included microbial source tracking (MST) markers of sewage contamination (Enterococcus faecium esp gene, human-associated Bacteroides HF183, and human polyomaviruses), pathogens (Salmonella, Cryptosporidium, Giardia, and enteric viruses), and FIB (fecal coliforms, Escherichia coli, and enterococci). Bayesian analysis was used to assess relationships among microbial and physicochemical variables. FIB in the water were correlated with concentrations in SAV and sediment. Furthermore, the correlation of antecedent rainfall and major rain events with FIB concentrations and detection of human markers and pathogens points toward multiple reservoirs for microbial contaminants in this system. Although pathogens and human-source markers were detected in 55% and 21% of samples, respectively, markers rarely coincided with pathogen detection. Bayesian analysis revealed that low concentrations (<45 CFU × 100 ml⁻¹) of fecal coliforms were associated with 93% probability that pathogens would not be detected; furthermore the Bayes net model showed associations between elevated temperature and rainfall with fecal coliform and enterococci concentrations, but not E. coli. These data indicate that many under-studied matrices (e.g. SAV, sediment, stormwater) are important reservoirs for FIB and potentially human pathogens and demonstrate the usefulness of Bayes net analysis for water quality assessment.     

The effectiveness of chlorine residuals in inactivation of bacteria and viruses introduced by post-treatment contamination

The protection afforded the water consumer by the maintenance of a free or combined chlorine residual in water distribution systems was evaluated in a laboratory system provided with a simulated cross connection. Tap water, adjusted to the appropriate pH, temperature and chlorine residual, was challenged with varying levels of autoclaved sewage seeded with Shigella sonnei, Salmonella typhimurium, a coliform (IMVIC⁺⁺⁻⁻), poliovirus 1 and f2 bacterial virus. Comparative survivals of these microorganisms were evaluated over 2 h periods. As expected, microbial inactivation was increased by lower pH, higher temperature, higher initial chlorine concentration and lower sewage concentration. An initial free chlorine residual was more effective than an equivalent initial combined chlorine residual. Generally, S. sonnei, S. typhimurium and the coliform organism were inactivated at the same rate but poliovirus 1 was more resistant and f2 was the most resistant. At pH 8, with an initial free chlorine residual of 0.7 mg 1⁻¹, and added sewage levels of up to 1% by vol, 3 logs or greater bacterial inactivation was obtained within 60 min. Viral inactivation under these conditions was less than 2 logs.     

An in situ method to compare the potential for periphyton productivity of lotic habitats

A simple field method for measuring relative net productivity in flowing waters is described. To assess its sensitivity and practicality, the eutrophication potential of a tertiary sewage treatment plant effluent was assayed on the Fort River of Amherst, Massachusetts. Two sets of three 10 m lexan tubes (1.25 cm i.d.) were anchored to the river bed 100 m upstream and downstream from the sewage plant outfall. Data collection began following a 2 week colonization period for the periphyton community. Substrate primary productivity (mg O₂ min⁻¹) was determined by subtracting inflow dissolved oxygen concentrations from these levels at the discharge ends of each tube and multiplying the difference by the flow rate. The downstream tubes demonstrated an enhanced response at a 0.01 level of significance to an increment of 0.005 and 0.1 ppm of phosphorous and nitrogen respectively. Data analysis revealed a highly significant regression of the net productivity on stream flow which was adjusted for by an analysis of covariance. The productivity of the downstream station was distinctly higher (0.4522 mg O₂ min⁻¹) then the value of the upstream station (0.2584 mg O₂ min⁻¹). The protocol thus affords a biological summation of the sewage effluent through comparison with the control station replicates.     

Concentrations of nitrilotriacetate and certain metals in Canadian wastewaters and streams: 1971–1975

At 13 Ontario cities, representing a variety of populations and sewage treatment processes, grab samples were taken from the sewage treatment plant influent and effluent and from the receiving stream above and below the sewage outfall. The samples, taken once each month from November 1971 to March 1975 were analyzed for nitrilotriacetate (NTA), 9 metals, and phosphorus. From April 1971 to January 1973 household detergents in Canada contained an average of 6% NTA; after March 1973 they contained 15%. This increased usage of NTA was reflected in the NTA content of sewage influents, which rose from a median level of 1.3 mg l⁻¹ before the change to 3.2 mg l⁻¹ after the change. NTA levels in sewage effluent also increased somewhat, but much of the NTA disappeared in the sewage treatment processes. Even with the increased usage of NTA, the receiving streams below the sewage outfall contained only low levels of NTA: 97% of all samples during this period contained less than 0.5 mg l⁻¹, and the median concentration was 0.05 mg l⁻¹. Phosphorus concentrations in the sewages decreased at the time detergent compositions changed. Comparison of metal concentrations before and after the change, as well as metal-NTA correlation coefficients, failed to show clear evidence of an association between NTA concentration and metal concentration.     

Distribution of enteric bacteria in Antarctic seawater surrounding a sewage outfall

The spatial distribution and movement of the sewage plume from McMurdo Station, Antarctica, was investigated in the ocean under the early summer sea ice. Ocean currents were also examined to determine their effect on the movement of the plume. Samples of sea water were obtained via holes drilled through the ice and analyzed for coliform bacteria. Coliform densities in ice cores were also determined. Densities of coliform bacteria as high as 10(5)/100 ml were found along the c. 1 km shoreline of McMurdo Station and the plume extended 200-300 m seaward. The relocation of the outfall from a surface configuration to the subsurface (11 m deep) had little influence on the distribution of the plume that sometimes reached the seawater intake station, 400 m to the south. Ocean current measurements in the study area confirmed that, while the prevailing advection was to the north and away from the intake area, episodic reversals of flow at some current meter stations coincided with pulses of sewage that moved to the intake. These findings support the use of bacterial indicators as one means to map the distribution and movement of recent sewage contamination in cold (-1.8 degrees C) sea water and provide evidence that the disposal and movement of domestic wastes deserves attention in coastal [correction of costal] polar environments.     

Field studies on coliphages and coliforms as indicators of airborne animal viral contamination from wastewater treatment facilities

The occurrence of animal viruses in the aerosol emissions of wastewater treatment facilities was evaluated by direct assay and by the use of coliforms and coliphages as indicator organisms. Coliforms and coliphages were compared and evaluated with regard to their suitability as indicators of airborne animal viral contamination from wastewater treatment facilities. Two plants, one with treatment by activated sludge and the other by trickling filtration, were studied. Field air sampling procedures used large-volume air samplers, with recirculation devices, and Andersen samplers. Airborne viruses were enumerated by a most probable number (MPN) procedure. Partially treated liquid sewage contained about 1.0 × 10² pfu l⁻¹ of animal viruses assayed on Buffalo Green Monkey (BGM) cells, 3.6 × 10⁵ and 5.0 × 10⁵ pfu l⁻¹ of coliphages, depending upon the E. coli host strain used for assay, and 2.0 × 10⁹ colonies l⁻¹ of coliform bacteria. No airborne animal viruses were recovered, airborne coliphage levels averaged 2.3 × 10⁻¹ and 3.0 × 10⁻¹ MPN m⁻³, coliforms from aerosol emissions were 2.1 × 10² colonies m⁻³. Ratios of coliphages to animal viruses indicate that wastewater treatment plants may be continuous sources of low level concentrations of animal virus aerosols. Evidence shows coliforms to be much less stable than coliphages in the airborne state. Coliphages may be a more acceptable indicator of airborne animal viral contamination than coliforms.     

Study on chlorine disinfection of pond effluent

Chlorine disinfection experiments were conducted to investigate the die-off patterns of the fecal coliforms when present in waste stabilization pond effluents containing from 100 to 400 mg l⁻¹ algae. The fecal coliform inactivation was observed to occur at two rates, i.e. an initial rapid kill followed by a slower kill. The magnitude of inactivation was found to be proportional to the initial chlorine dose and contact time and inversely proportional to the algal concentration. A mathematical model was developed to predict the fecal coliform survival ratio during the chlorination of the pond effluent. When compared with the experimental data, the predicted results had a correlation coefficient of 0.981.     

Resistance transfer fecal coliforms isolated from the whippany river

Three sites on the Whippany River, a tributary of the Passaic Watershed in Morris County, N.J., were monitored for resistance transfer coliforms. A high percentage of fecal coliform isolates showed multiple antibiotic resistance. A significant number of lac⁻ and lac⁻ isolates proved to be donors of transmissible antibiotic resistance plasmids (R donors), by conjugation with a recipient strain of Salmonella gallinarum. Re-examination of testing methods used for recreational and potable water sources is suggested by these findings.     

Anaerobic degradation of nonionic and anionic surfactants in enrichment cultures and fixed-bed reactors

Anaerobic biodegradation and inhibitory effects of nonionic and anionic surfactants on methanogenic fermentation were tested in incubation experiments with anoxic sediment samples and sewage sludge. Alkylsulfonates and alkylbenzenesulfonates were not degraded but inhibited methanogenesis from sludge constituents at concentrations ≥10 mgl⁻¹. Sodium dodecylsulfate was at least partly degraded after adaptation at concentrations 100 mgl⁻¹ and the sulfate group was reduced to sulfide. The polyethyleneglycol moiety of alkylphenolethoxylates was fermented to methane at concentrations 500 mgl⁻¹ whereas the alkylphenol residue probably remained unchanged. Alkylethoxylates were completely degraded to methane and CO₂ at concentrations up to 1.0 gl⁻¹. Complete anaerobic degradation of this surfactant type to methane, CO₂, and traces of acetate and propionate was demonstrated in a lab scale anaerobic fixed-bed reactor, either with prereduced mineral salts medium or with air-saturated artificial wastewater. This process lends itself as a suited, inexpensive means for treatment of wastewaters containing enhanced loads of nonionic surfactants, e.g. from the surfactant manufacturing or processing industry.