Ho-Sik
Chon
,
Dieudonne-Guy
Ohandja
and
Nikolaos
Voulvoulis
*
Centre for Environmental Policy, Imperial College London, London, SW7 2AZ, UK. E-mail: n.voulvoulis@imperial.ac.uk; Fax: +44 (0)20 7594 9334; Tel: +44 (0)20 7594 7459
First published on 4th September 2009
The E.U. Water Framework Directive (WFD) aims to prevent deterioration of water quality and to phase out or reduce the concentrations of priority substances at catchment levels. It requires changes in water management from a local scale to a river basin scale, and establishes Environmental Quality Standards (EQS) as a guideline for the chemical status of receiving waters. According to the Directive, the standard and the scope of the investigation for water management are more stringent and expanded than in the past, and this change also needs to be applied to restoring the level of metals in water bodies. The aim of this study was to identify anthropogenic emission sources of metallic substances at catchment levels. Potential sources providing substantial amounts of such substances in receiving waters included stormwater, industrial effluents, treated effluents, agricultural drainage, sediments, mining drainage and landfill leachates. Metallic substances have more emission sources than other dangerous substances at catchment levels. Therefore, source assessment for these substances is required to be considered more significantly to restore their chemical status in the context of the WFD. To improve source assessment quality, research on the role of societal and environmental parameters and contribution of each source to the chemical distribution in receiving waters need to be carried out.
Environmental impactThe European Union Water Framework Directive (WFD) requires member countries to change water management practices from end-of pipe solutions to management at catchment levels. Such a shift in water management requires better understanding and monitoring of emission sources. This study has identified the anthropogenic sources that can contribute to changes in concentrations of metallic substances at catchment levels. Results from this study can be used effectively to develop source management that will minimise the concentrations of metallic substances in the aquatic environment to implement the WFD. |
A list of 33 dangerous substances, called “priority substances” was selected and their Environmental Quality Standards (EQSs) were determined from various assessment of their risk to ecosystems and to the aquatic systems at European levels.2–4 According to Article 16 of the WFD, these substances are divided into following two categories: priority substances and priority hazardous substances. Substances in the former group are required to be controlled for progressive reduction of discharges, emissions and losses, whereas the latter substances are required to be removed or phased out of discharges, emissions and losses by 2020.1 In the list of priority substances, cadmium, mercury and their compounds are classified as priority hazardous substances, while lead, nickel and their compounds as priority substances.3,4 The EQSs of these metals are shown in Table 1.
Metal | Inland surface watersa | Other surface watersb | ||
---|---|---|---|---|
AAc-EQS | MACd-EQS | AA-EQS | MAC-EQS | |
a Rivers, lakes and related artificial or heavily modified water bodies. b Transitional, coastal and territorial waters. c Annual average. d Maximum allowable concentration. e The range depends on the hardness (CaCO3) of surface waters. f Not applicable. | ||||
Cadmium and its compounds | ≤0.08–0.25e | ≤0.45–1.50e | 0.20 | ≤0.45–1.50e |
Lead and its compounds | 7.20 | N.A.f | 7.20 | N.A. |
Mercury and its compounds | 0.05 | 0.07 | 0.05 | 0.07 |
Nickel and its compounds | 20.00 | N.A. | 20.00 | N.A. |
Much research has been carried out on the sources and concentrations of metals in the aquatic environment. However, most of this work has dealt with specific areas without much reference to the strategic management intended to by the WFD. Limited research has been undertaken on the relationship between the sources of metals and their concentrations in catchments.5–8 According to the implementation of the WFD, the scope of the investigation of water quality becomes more expanded and complicated than in the past. However, as a starting point, Member States are required to identify all emission sources affecting water quality at catchment levels.
Of the list of priority substances and the list of dangerous substances classified by the Directive (2006/11/EC), known as “the Dangerous Substances Directive”,9 barium (Ba), cadmium (Cd), chromium (Cr), copper (Cu), lead (Pb), mercury (Hg), nickel (Ni), titanium (Ti), vanadium (V), zinc (Zn), antimony (Sb) and arsenic (As) were selected as metallic substances considered in this study. Although chemical speciation of these substances from emission sources was not included, this study discussed its importance to manage chemical and ecological status of the aquatic systems. This paper aimed to identify and assess predominant anthropogenic sources of metallic substances in receiving waters.
![]() | ||
Fig. 1 A conceptual model outlining metal emissions from anthropogenic sources. |
Metals in the atmosphere can directly influence their total concentrations in stormwater. They exist as particulates in dry conditions and as dissolved phases in rainfall in wet conditions. Total metal concentrations in the atmosphere depend on seasonal variations and human-related activities, such as fossil fuel combustion, waste incineration, industrial emissions from plating, smelting and refining operations in a given area. In terms of metal emissions from the atmosphere in catchments, Sabin et al.17 reported that wet deposition was responsible for 1–10% of annual total deposition (wet + dry). Results of their analysis of dissolved metal levels are summarised in Table 2. Although, this previous study concluded that the contribution of atmospheric deposition was significant in terms of total metal concentrations in stormwater, atmospheric impact on water bodies is understood to be negligible compared to other metal sources.18,19 Sörme and Lagerkvist7 reported that about 3–4% of total cadmium and lead, 2% of total zinc and less than 1% of total chromium, copper and nickel in influents to Henriksdal wastewater treatment plant (WWTP) in Stockholm were derived from atmospheric depositions and this trait was also found in other research.8
Metal | Annual metal fluxes (range) (µg m−2 year−1) | |
---|---|---|
Wet conditions | Dry conditions | |
Cr | 18 (0–45) | 440 (250–620) |
Cu | 200 (0–520) | 3211 (1800–4600) |
Pb | 29 (0–74) | 2000 (390–3600) |
Ni | 38 (0–96) | 1300 (0–2700) |
Zn | 1500 (0–3900) | 13![]() ![]() |
Traffic activities represent the most crucial source affecting stormwater quality and their impacts increase along with the rise in traffic density.20,21 Sörme and Lagerkvist7 reported that about 20% of total wastes from brake abrasion and 40% from tyre abrasion could be transported into stormwater, whereas Göbel et al.14 mentioned that 5–20% of total released chemicals in stormwater were from road runoffs. Traffic wastes produced by combustion operations, tyre, brake lining and motorway abrasion, de-icing agents, lubrication losses and road dust resuspension could generate substantial metal levels in road runoffs.5,7,20,22–27 Legret and Pagotto28 estimated that abrasion of tyres and brake linings in a light vehicle were 68 mg km−1 and 29 mg km−1, respectively. In terms of motorway abrasion, Brinkmann29 mentioned that metals from road pavements in winter could be four times higher than those observed in summer due to the use of de-icing agents. Of metals released from traffic activities, zinc levels are the most significant in road runoffs, followed by copper, lead and cadmium in sequence.5,30,31 With regard to particulate size, Lough et al.25 demonstrated that coarse-sized particles (1–18 µm) were mainly associated with road dust resuspension and tyre and brake abrasion, while fine-sized particles (less than 0.1 µm) with combustion products. However, even small particles released from combustion operations could aggregate themselves or adhere to other particles, forming larger complexes.32 Furthermore, Legret and Pagotto28 showed that 91% of total lead was in particulate forms in road runoffs, while 60%, 56% and 54% of total zinc, copper and cadmium, respectively, were in dissolved forms. In particular, cadmium and zinc emitted from traffic activities have higher mobility and bioavailability compared to others.20,23 Emission sources and related metals are presented in Table 3. Few studies have been undertaken for quantitative evaluation of metal emissions from specific traffic activities. Hjortenkrans et al.,33 for example, calculated that metals from brake lining abrasion were 710 kg year−1 of antimony, 0.064 kg year−1 of cadmium, 3800 kg year−1 of copper, 35 kg year−1 of lead and 1000 kg year−1 of zinc, whereas there were 0.54 kg year−1 of antimony, 0.47 kg year−1 of cadmium, 0.76 kg year−1 of chromium, 5.3 kg year−1 of copper, 3.7 kg year−1 of lead, 1.4 kg year−1 of nickel and 4200 kg year−1 of zinc from tyre abrasion in Stockholm in 2005.
Emission sources | Metal | References | |
---|---|---|---|
Abrasion | Brake lining | Sb, Ba, Cd, Cr, Cu, Pb Ni, Ti, Zn | 5,7,20–22,25 |
Motorway | Cd, Cr, Cu, Pb, Ni, Zn | 7 | |
Tyre | Cd, Cu, Pb, Ti, Zn | 5,20–22,28 | |
Combustion | Engine oil | Sb, Pb, Zn | 5,7,20,21,25 |
Diesel-fuel additive | Ba | 35 | |
Fossil fuel | Pb, V, Zn | 20,25,36 | |
De-icing agent | Zn | 20 | |
Road dust (Crustal dust resuspension) | Cr, Cu, Pb, Ni, Ti, V, Zn | 7,11,21,25 |
Building materials used for structured frames, roof coverings and building sidings (façades) considerably affect total metal concentrations in stormwater. Förster34 reported that roof runoffs contained higher metal levels than rainwater, while Thévenot et al.8 showed that roof runoffs could cause about 55% of annual lead and zinc loads in stormwater. Metals in these runoffs are largely from corrosion products of building materials. When these materials are exposed to the atmospheric environment, they start rusting or corroding. Corrosion layers featuring higher porosity and cracks, then, dispatch contained substances through chemical reaction with rainwater.
Precipitation conditions can be one of the main factors affecting metal concentrations in roof runoffs and include: rainwater pH, the total rainfall and its residence time, rainfall intensity, and antecedent dry period.37 Among them, lower pH value of rainwater is the most significant factor in an increase in metal emissions.38 Chemical properties of building materials, building types and their histories are also found to influence metal concentrations in roof runoffs.5,6,8,26,39 Rule et al.6 reported that the mean total concentrations of cadmium and copper in the runoffs sampled in new town areas were higher than those in old town areas, whereas He et al.37 showed that total copper concentrations in roof runoffs increased as copper roofing aged. Some roof materials, including ceramic tiles and cement sheets, can release more metals than others,26 while building bricks and painted wood also have the potential to emit metals.5 For example, efflorescence phenomena in which crystalised salts are formed on the surface of bricks causes the exposure of crystal components such as titanium and vanadium to the rainwater or related runoffs.40 Building materials from demolition and construction activities contribute to metal levels in stormwater.41 The crustal dust generated from these activities contains metals and their complexes which can settle on the ground surface of activity sites and surrounding road pavement. These pollutants are washed off by rains, and cause an increase in metal concentrations in surface runoffs. Amato et al.42 reported metal concentrations in road dust particulates (PM10) sampled from demolition and construction sites in Barcelona, Spain with the average of 76 ± 72 mg kg−1 of antimony, 17 ± 5 mg kg−1 of arsenic and 491 ± 470 mg kg−1 of copper.
Copper, lead and zinc are the major metals emitted from building materials. These metals are widely used to make roof coverings and fittings, gutters and down pipes.8,14 In a 12-month study carried out in Stockholm, Persson and Kucera43 found that dissolved copper concentrations in roof runoffs sampled from copper roofs were about 3575 ± 1425 (standard deviation) µg L−1, whereas dissolved zinc was contained in roof runoffs sampled from galvanised and painted steel with the average of 6758 ± 1879 µg L−1 and 2100 ± 100 µg L−1, respectively. Zinc is more readily emitted from building materials than copper,14 whereas lead is used for paint materials and copper for wood preservatives.5 Arsenic and cadmium are also found in roof runoffs. They are included in zinc-bearing materials as impurities, being released after reaction with acid rainwater.8
The contribution of stormwater to metal increase in water bodies is considerable. Table 4 compares metal concentrations in stormwater with those in raw sewage and WWTP effluents. It can be seen that the concentrations of cadmium, lead, copper and zinc in stormwater are as high as those found in raw sewage and WWTP effluents. The contributions of these metals found in stormwater depend on specific characteristics of a given catchment and such characteristics include the volume of stormwater, sewerage systems (combined or separated systems), the extent of direct discharge into receiving waters, etc.44
Source | Average total metal concentrations (µg L−1) | Remarks | Reference No. | |||||||
---|---|---|---|---|---|---|---|---|---|---|
As | Cd | Cr | Cu | Pb | Hg | Ni | Zn | |||
a No evidence of the state of metal concentrations. b Median metal concentrations (no evidence of the state of metal concentrations). c Average value of previous studies (no evidence of the state of metal concentrations). | ||||||||||
Raw sewage | — | 6.0 | 290.0 | 310.0 | 230.0 | 7.0 | 330.0 | 240.0 | — | 53 |
— | 38.0 | 173.0 | 226.0 | 101.0 | 0.6 | 120.0 | 723.0 | — | 54 | |
— | 0.8 | 12.4 | 77.8 | 25.3 | 0.5 | 14.2 | 155.4 | — | 45 | |
— | 0.2 | 6.9 | 17.3 | 37.4 | 0.1 | - | 79.2 | — | 55 | |
WWTP effluents | — | 1.0 | 60.0 | 80.0 | 15.0 | <1.0 | 270.0 | 560.0 | — | 53 |
— | 8.5 | 55.0 | 27.5 | 48.5 | 0.1 | 116.0 | 103.5 | — | 56 | |
— | 0.2 | 3.0 | 12.4 | 2.6 | — | 7.8 | 46.7 | — | 57 | |
— | 1.5 | 20.0 | 33.0 | 27.0 | — | 430.0 | 270.0 | — | 58 | |
— | 0.1 | 5.7 | 9.7 | 22.6 | 0.1 | — | 43.6 | — | 55 | |
Stormwater | 3.0 | 0.5 | 4.6 | 12.0 | 12.0 | 0.2 | 5.4 | 73.0 | Residential area | 59 |
2.4 | 0.9 | 6.0 | 17.0 | 18.0 | 0.2 | 7.0 | 150.0 | Commercial area | 59 | |
4.0 | 2.0 | 14.0 | 22.0 | 25.0 | 0.2 | 16.0 | 210.0 | Industrial area | 59 | |
2.4 | 1.0 | 8.3 | 34.7 | 25.0 | — | 9.0 | 200.0 | Motorway | 59 | |
4.0 | 0.4 | 5.4 | 10.0 | 10.0 | — | — | 40.0 | Open space | 59 | |
22.3 | 2.6 | 23.5 | 157.4 | 189.4 | 0.9 | 47.0 | 717.4 | — | 12 | |
— | 2.3 | 16.0 | 48.0 | 118.0 | — | 22.6 | 275.0 | — | 57 |
Chemical precipitation is a method predominantly used to reduce metals in industrial effluents. By adding lime, caustic and sulphate, for example, with controlling of pH values, metals are precipitated as hydroxide, carbonate or sulphide.49,50 Some substances, such as arsenic and cadmium, are effectively treated by coprecipitation with iron or alum floc. As an additional process, filtration is applied after precipitation and coprecipitation to remove metal particles or flocs suspended in a clarifer.49 Ion exchange is an alternative to precipitation which can treat even low concentrations of metals in industrial wastewater.51 Moreover, metals can be decreased by adsorption on activated carbon, aluminium oxides, silica, clays and synthetic materials such as zeolite and resins.49 Types of industry/operation emitting metallic substances and treatment methods with their efficiencies are summarised in Table 5.
Metal | Type of industry or operation | Treatment method | Metal concentration (mg L−1) | |
---|---|---|---|---|
Influent | Effluent | |||
a All information is compiled from the following ref. 49,50. | ||||
As | Metallurgical industry | Precipitation as the hydroxide | 0.20 | 0.03 |
Glassware production | 0.50 | 0.03 | ||
Ceramic production | Precipitation as the sulphide | — | 0.05 | |
Tannery operation | Coprecipitation with iron floc | 0.31–0.35 | 0.003–0.006 | |
Dyestuff manufacture | Coprecipitation with alum floc | 0.35 | 0.003–0.005 | |
Pesticide manufacture | Adsorption (activated carbon) | 0.50 | 0.30 | |
Organic chemical manufacture | Ion exchange | 2.30 | 0.52 | |
Inorganic chemical manufacture | ||||
Petroleum refining operation | ||||
Cd | Metallurgical industry | Precipitation as the hydroxide | — | 1.00 |
Ceramic manufacture | 0.54 | |||
Pigment manufacture | 4.00 | 0.20 | ||
Electroplating operation | Precipitation as the sulphide | 2200.00 | 1.20 | |
Textile printing operation | Coprecipitation with iron floc | — | 0.05 | |
Photography | — | 0.04 | ||
Chemical industry | Coprecipitation with alum floc | 0.70 | 0.39 | |
Ion exchange | ||||
Reverse osmosis | ||||
Cr6+ | Ink, pigment manufacture | Preicipiation | 140.00 | 1.00 |
Industrial dye manufacture | 16.00 | 0.06–0.15 | ||
Aluminium anodizing operation | 47.00–52.00 | 0.30–1.50 | ||
Metal cleaning operation | 26.00 | 0.44–0.86 | ||
Metal plating operation | Ion exchange | 17.90 | 1.80 | |
Electroplating operation | 10.00 | 1.00 | ||
Wood preservative treatment | 9.00 | 0.20 | ||
Cu | Metal cleaning operation | Precipitation as the hydroxide | — | 0.20–2.30 |
Metal plating operation | — | 1.40–7.80 | ||
Wood preservative manufacture | 0.25–1.10 | 0.10–0.35 | ||
Fertiliser manufacture | ||||
Petroleum refining operation | ||||
Paint, pigment manufacture | ||||
Steel manufacture | ||||
Car/aircraft industry | ||||
Integrated circuit manufacture | ||||
Metal finishing operation | ||||
Pb | Storage-battery manufacture | Precipitation as the carbonate | — | 0.01–0.03 |
Explosive manufacture | Precipitation as the sulphide | — | 0.01 | |
Textile dyeing operation | Ion exchange | 0.10 | 0.01 | |
Petroleum industry | ||||
Ink, pigment manufacture | ||||
Hg | Electrical/electronic industry | Precipitation as the sulphide | — | 0.01–0.02 |
Explosive manufacture | Coprecipitation with iron floc | — | <0.001–0.005 | |
Photographic industry | Coprecipitation with alum floc | — | 0.001–0.01 | |
Chemical industry | Ion exchange | — | 0.001–0.005 | |
Petrochemical industry | Adsorption (activated carbon) | — | <0.001–0.02 | |
Preservative manufacture | ||||
Pesticide manufacture | ||||
Ni | Metal-processing industry | Precipitation | 46.00 | 0.80 |
Car/aircraft industry | 5.60 | 0.60 | ||
Chemical industry | 7.70 | 2.50 | ||
Metal finishing operation | 16.30 | 1.00 | ||
Steel manufacture | ||||
Printing | ||||
Zn | Steel manufacture | Precipitation as the hydroxide | 70.00 | 3.00–5.00 |
Textile industry | 46.00 | 2.90 | ||
Wood-pulp production | 18.40 | 2.00 | ||
Metal-processing industry | — | 2.90 | ||
Metal plating operation | Reverse osmosis | 1.70 | 0.03 | |
Petroleum refining operation | 7.20 | 0.14 |
Several kinds of discarded household products such as detergents, cosmetics, medicine and drinking (tap) waters emit metals.6,7,15,19,52 In general, the quality of domestic sewage is accounted for by population equivalents, being associated with urban development and the lifestyle of people in catchments. Of potential sources, drinking waters are one of the most dominant metal-emitting factors in sewage. Metal concentrations in drinking waters seem to depend not only on regional and geological conditions, but also on plumbing systems and purification processes. Particular elements which provide metals are water pipes and settled sludge in sewage pipes.6,12Table 6 shows the daily flux of metals from drinking water into sewage in Germany.15
Element (mg cap−1 day−1) | Cd | Cr | Cu | Pb | Zn |
---|---|---|---|---|---|
Drinking water | 0.02 | 0.07 | 26.00 | 0.80 | 79.00 |
Copper emissions are caused by the corrosion of drinking water pipes.7,15 Bergbäck et al.46 estimated that copper from drinking waters (4300 kg year−1) was higher than those from brake lining abrasion (3900 kg year−1) in Stockholm. Although their estimation is associated with uncertainty, the results show the relative importance of water pipes as a copper source. Copper can also come from detergents, pesticides, cosmetics, polish, pigments and medicine.19
Chromium and nickel are employed as ingredients of finishing processes in metal products. Rule et al.6 reported that these metals were used to produce stainless steel and household appliances, such as washing machines and dishwashers. The same authors, however, remarked that it was difficult to estimate metal release from these products as well as their potential risk. In addition, chromium is found in drinking waters, pigments, detergents and pesticides, whereas nickel proceeds from food processing, sanitary facilities, cosmetics and pigments.6,15,19,52,60
In terms of other metals, zinc is a metal which is widely used to make numerous household products, including batteries, cosmetics, medicine, caulking compounds, paints, pigments, etc.6,19,52 Arsenic is found in detergents, medicines and pesticides, while cadmium is released from drinking waters, pigments, cosmetics, pesticides, detergents and fertilisers. Lead is emitted from cosmetics, pesticides, fuel, lubricants, paints and pigments, while mercury is derived from amalgams, cosmetics, medicines, paints, pigments, disinfectants and pesticides.7,10,15,19,52
Commercial effluents also enter sewerage systems with quantities of metals. In particular, car washing is reported to dispose of a large quantity of metals. Metals are from traffic waste and atmospheric depositions settled on the surface of vehicles and from detergents used for cleaning. Sörme and Lagerkvist7 reported that about 30%, 9%, 5%, 35%, 4% and 22% of total cadmium, chromium, copper, lead, nickel and zinc, respectively, measured in WWTP influents originated from this business in Stockholm in 1999.
Sewerage systems themselves also give rise to unexpected metal inputs. Sewage pipes, mainly made of copper, are corroded or chemically react with combined wastewater, releasing metals.7,15 Moreover, sewage sediments which settle inside the pipes and delay the transport of sewage into WWTPs have the potential to affect metal concentrations in sewage. These sediments are able to resuspend metals when they have sufficient time to react with sewage. Rule et al.6 showed that stagnant waters in pipes contained higher levels of metals than flowing waters from monitoring influent sewage from domestic, commercial and industrial sources. Gromaire-Mertz et al.61 also performed a sewage sediment-related study, demonstrating that these sediments are strongly associated with a source of particles and organic compounds in sewage. Moreover, Thévenot et al.8 considered sewage sediments as a source of metals in the River Seine. It is impossible to estimate the volume of sewage sediments in the pipes and their impacts on the quality of combined sewage. However, Sörme and Lagerkvist7 reported that sewage sediments were one of the main elements increasing metal concentrations in WWTP influents.
WWTPs are designed to remove suspended solid (SS), biochemical oxygen demand (BOD), chemical oxygen demand (COD) and nutrients from the incoming wastewater.55,62,63 Treated effluents should meet or be below the permissible standards set in regulations. Similar to organic substances, the levels of metals in influent wastewater decrease in WWTPs; however, their reduction is merely an additional advantage during treatment processes.58 Until now, some E.U. Member States, the U.K. for example, have not established metal removal efficiency of WWTPs, whereas they set stringent discharge limits for SS, BOD and COD. This allows WWTP effluents with a substantial quantity of metals to be discharged into receiving waters. With regard to metal speciation in treated effluents, Oliver and Cosgrove53 showed that conventional wastewater treatment is effective for removal of suspended metals compared to that of dissolved metals. Results of their studies are shown in Fig. 2. It can be seen that the percentage of dissolved phases in total metal concentrations increases in effluents through treatment processes. Although WWTPs reduce total metal levels in their incoming wastewater, a large proportion of dissolved metals remains untreated and is disposed of with effluents, affecting the chemical and ecological status in receiving water bodies. Moreover, metal catalysts or additives such as nickel, chromium and zinc used in wastewater treatment also influence the concentrations of these metals in treated effluents.7
![]() | ||
Fig. 2 Fractions of dissolved metal concentrations to total metal concentrations in effluents.53 |
Metal removals depend on the layout of WWTPs (Table 7). Differences in metal removals in WWTPs result from influent concentrations and chemical metal speciation.64 Operational parameters of WWTPs, such as design of and retention time in sedimentation tanks, aeration and hydraulic retention time, are important factors affecting the degree of metal reduction. In Table 7, it can be seen that nickel is the least removed, and has the highest variation in removal efficiencies. These characteristics are associated with the solubility of nickel. Fig. 2 shows that most of the nickel found in WWTP influents exists in dissolved forms. This has also been reported by previous research.56,64,65 Because nickel is highly soluble, relatively low removal of this metal occurs in WWTPs where the sedimentation and accumulation are the predominant processes for metal reduction.
Treatment process | Removal efficiency (%) | Reference No. | ||||||
---|---|---|---|---|---|---|---|---|
Cd | Cr | Cu | Pb | Hg | Ni | Zn | ||
Primary sedimentation | 60 | 55 | 33 | 66 | 60 | 15 | 54 | 53 |
37 | 38 | 45 | 58 | 56 | 33 | 44 | 64 | |
57 | 60 | 40 | 60 | 40 | 8 | 57 | 66 | |
Activated sludge | 50 | 54 | 60 | 79 | >62 | 1 | 50 | 53 |
47 | 82 | 77 | 53 | 72 | 41 | 60 | 56 | |
62 | 60 | 43 | 61 | — | 9 | 57 | 67 | |
7 | 50 | 25 | 30 | — | 15 | 38 | 68 | |
33 | 33 | 86 | 78 | — | 61 | 78 | 69 | |
49 | 66 | 68 | 53 | 22 | 25 | 62 | 70 | |
85 | 84 | 84 | 82 | 76 | 34 | 81 | 54 | |
49 | 57 | 62 | 59 | 63 | 27 | 55 | 71 | |
92 | 95 | 90 | 95 | 90 | 33 | 92 | 66 |
Sewage sludge is taken into consideration as an alternative to chemical fertilisers. Many E.U. Member States have applied this sludge under related regulations defining the maximum permissible concentrations of total metals in sludge (Table 8). However, the chemical status of metals and their mobilising abilities are more important factors in estimating the toxicity of sewage sludge in the environment rather than their total concentrations.77 In fact, the mobilisation of metals is strongly related not only to their bioavailability but also to the probability of them being released into water bodies during precipitation events. Several researchers have identified that substantial proportions of nickel, cadmium and zinc exist in the form of exchangeable, carbonate and reducible fractions. This characteristic allows these metals to be readily bioavailable and to mobilise in sludge.77–79 Moreover, Zufiaurre et al.80 reported the possibility of metal modification during the addition of sewage sludge to soils. They mentioned that adding sludge caused a change in the physico-chemical conditions of the receiving soils and this could affect metal speciation.
Country | Maximum metal concentrations (mg kg−1, dry weight) | |||||
---|---|---|---|---|---|---|
Cd | Cr | Cu | Pb | Ni | Zn | |
E.U. | 20–40 | — | 1000–1750 | 750–1200 | 300–400 | 2500–4000 |
Austria | 3 | 250 | 500 | 250 | 100 | 1200 |
Belgium | 5 | 200 | 500 | 1000 | 100 | 1500 |
Denmark | 0.4 | — | — | 120 | 30 | — |
France | 20 | 1000 | 1000 | 800 | 200 | 3000 |
Germany | 10 | 900 | 800 | 900 | 200 | 2500 |
Greece | 20–40 | — | 1000–1750 | 750–1200 | 300–400 | 2500–4000 |
Holland | 1 | 50 | 75 | 100 | 30 | 200 |
Italy | 10 | 600 | 600 | 500 | 200 | 2500 |
Luxembourg | 1.5 | 100 | 100 | 150 | 50 | 400 |
Slovenia | 5 | 500 | 600 | 500 | 80 | 2000 |
Spain | 10 | 400 | 50 | 300 | 120 | 1100 |
Metal | Total metal concentrations in sediments | |||
---|---|---|---|---|
Median (µg L−1) | Mean (µg L−1) | S.D.a | No. of sample | |
a Standard deviation of mean value. | ||||
As | 8.0 | 14.4 | 19.1 | 2708 |
Cd | 2.0 | 12.4 | 91.0 | 2873 |
Cr | 50.0 | 73.7 | 29.3 | 3409 |
Cu | 38.3 | 127.1 | 1269.0 | 3153 |
Pb | 60.0 | 140.1 | 265.8 | 3091 |
Hg | 1.0 | 2.4 | 3.1 | 2735 |
Ni | 27.0 | 31.8 | 7.5 | 2909 |
Zn | 219.3 | 565.1 | 638.8 | 2833 |
Although sediments are an integral part of the aquatic system, several studies have identified them as a separate potential source of metals and other dangerous substances.81,85,86 This is due to resuspension causing release of entrapped soluble substances and oxidation of solid compounds in sediments. Sediment resuspension is induced by natural sediment transport, strong currents, flooding and dredging and by bioturbation and bioirrigation.85,87 Simpson et al.87 studied effects of anoxic sediment resuspension on dissolved metal concentrations in river waters and sea waters. They demonstrated that emission levels of dissolved copper and nickel adsorbed to the surface of sulphides increased with a rise in resuspension time. Su et al.88 calculated bioaccumulation loads of chemicals in several benthic species during the dredging process in the Passaic River, New Jersey, U.S.A. They showed that due to an increase in dissolved metal concentrations in river waters affected by dredging, benthic species had more metal uptake than they took in ordinary river conditions. Moreover, from their direct exposure, sediments can chemically react with overlying waters, releasing metals in solution. In the sediment–water interface, Audry et al.86 estimated the contribution of sediments to dissolved metal concentrations in overlying waters to be about 20%, 30% and 10% of total dissolved cadmium, copper and zinc loads, respectively.
Sediment depth remobilisation associated with the exposure of historically accumulated metals to overlying waters is another important factor affecting metal levels. The characteristics and quantities of chemicals in sediments depend on the depth of sediments.89–91 Since the industrial revolution, substantial quantities of metal-bearing suspended sediments have been settled, and steadily accumulated along with natural chemical components in sediments.92 Continuous natural effects such as erosion and anthropogenic activities such as dredging can disturb sediment environments, causing the removal of recent (or surface) sediments and the consequent exposure of old sediments to overlying waters. As a result, buried particulate compounds with high metal levels can unveil and affect water quality.93,94
The mining industry has the potential to emit metals in the environment. Mine waste, such as tailing, disposed rock and mine waters, is produced during mining, mineral processing (crushing, grinding, separation, flotation, etc.) and metallurgical extraction, causing serious metal contamination in the environment.95,96 In particular, dewatering processes, acid mine drainage (AMD), generated from mine waste, metal ore and coal seams, and the transportation or the dissolution of metals by rainwater at mine waste areas contribute to water contamination. As a contributory factor, oxidising sulphide mineral, especially pyrite (FeS2), has been reported to be the main process in accelerating metal release from minerals as well as in producing acid waters at mine sites.96 If mining areas are situated within a river basin, they cause significant metal levels in receiving waters.
Landfills are used as a method to dispose of municipal and industrial solid waste. In the U.K., for example, 77% of total municipal solid waste was landfilled in 2001 to 2002.97 Solid waste going to landfills is classified as a hazardous or a non-hazardous material prior to disposal.98 However, waste disposal to landfills can result in serious environmental problems. When metal-bearing solid waste, mainly in the form of sulphides, hydroxides, carbonates and organic matters, is oxidised by waters, it releases metals or its compounds.99 Rainwater percolating through the layer of waste in landfills creates landfill leachates.100 These leachates contain high levels of dangerous substances, causing groundwater or surface water contamination.101,102 The mobility, toxicity and bioavailability of metals in landfill leachates depend on their origin, retention time and exposure conditions.103 Although methods such as leachate transfer, biological, physical and chemical treatment and membrane processes have been developed to minimise the levels of metals and other dangerous substances in landfill leachates,101 these are still considered to be one of the potential metal carriers in receiving waters.
Sporting activities are also known to be a source of metal contamination at catchment levels. Boating is one emitting metals in receiving waters. Schiff et al.104 reported that antifouling paints, sacrificial anodes, motor exhausts and the leakage of hazardous materials released metals into the aquatic environment. Among them, antifouling paints used for preventing growth of aquatic organisms on vessel hulls are considered to be the most crucial factor.105–107 Copper is the main biocidal component of antifouling paints, which is in the form of cuprous oxide (Cu2O). This metal can exist as a dissolved phase in waters or as a paint fragment in sediments.107 Schiff et al.104 tested antifouling paints with different coating methods to estimate their monthly copper emission rates. The study found that hard vinyl and modified epoxy coating released 3.7 µg cm−2 day−1 and 4.3 µg cm−2 day−1 of copper, respectively. Some researchers reported that zinc was also released from antifouling paints and sacrificial anodes.107 Meanwhile, other sporting activities emitting metals in receiving waters include shooting and fishing. Bullets (pellets), disposed sinkers and jigs from both activities can cause a lead increase in the aquatic environment.108–110
In the England and Wales, the WFD was transposed into regulations in 2003, named “the Water Environment (Water Framework Directive) (England and Wales) Regulations 2003”.112 The Environment Agency divided the area of England and Wales into 11 River Basin Districts, and designed the direction of management process.113 For each River Basin District, a draft of a RBMP was proposed in December 2008 to meet the requirement set by the WFD.114 To identify toxic constituents at national levels, the U.K. Technical Advisory Group (UKTAG) has been assessing pollutants and their EQSs, evaluating that arsenic, chromium, copper and zinc are a group of substances classified as toxic constituents in fresh and salt waters in the U.K.115 Italy is another country making an effort to fulfill the requirement of the WFD. The country established environmental regulations, “the Legislative Decree April 3, 2006 no. 152 (D.L. 152/2006)”, to maintain surface water quality based on the WFD, adding chromium, copper and zinc in the list of micro-contaminants required to be assessed to define the status of water quality.116 As a candidate member of the E.U., Turkey has also developed regulations including “Law of Environment (1983/2872)” and “Regulation of Water Pollution Control (2004/25687)” recently. Six River Basin Districts have been determined so far to establish RBMPs in line with their topographical and hydrological conditions. However, the country shows limited progress on the implementation of the WFD compared to other E.U. Member States.117
According to the WFD, there is a great need for designing a sustainable management plan for receiving water quality. In this plan, source assessment should be considered as an important issue and be carried out as a fundamental stage. Emission sources cannot show the same degree of impact on the aquatic environment at every investigation period. In this case, variation in contamination patterns caused by changes in source contribution should be estimated and reflected in water management, which will be complex and site-specific. From source assessment, authorities responsible for water management can identify main sources and their contributions to substance emissions at catchment levels. The outcome of this assessment is, then, used in deciding the best management option for restoring the quality of receiving waters.
Metals have more emission sources than other dangerous substances at catchment levels. Therefore, the significance of source assessment for these substances is much greater to restore their chemical status in the context of the WFD. In the absence of particular metal producing factors, for example, mining and related waste, the major sources of metals may not differ significantly, and their contributions may be decided by the types of land-use and environmental conditions. The development of statistical and simulation models for metal source ascriptions improves the quality of source assessment. To date, some statistical methods, such as Factor Analysis (FA) and Principal Component Analysis (PCA), have been introduced to estimate emission sources and their contributions to metal concentrations in receiving waters,118,119 whereas the Storm Water Management Model (SWMM), one of the computerised models, has been used to carry out proper stormwater management.120 However, they are not considered as optimised methods.121 Experimental work alone cannot explain the whole process of water contamination at catchment levels. Better formulated models will contribute to estimating the total levels of metals and their pathways, and result in upgraded management processes.
Many other issues need to be addressed to improve the quality of source assessment at catchment levels. Further investigation is necessary to find unknown sources of metals. Sörme et al.122 reported that over 30% of the total metal concentrations in WWTP influents were from unknown sources in Sweden (Fig. 3). Undoubtedly, potential sources discussed in this paper are significant factors influencing the quality of receiving waters. However, there are still unrecognised sources of metals, and these sources can cause an impediment to source assessment and the design of water management at catchment levels.
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Fig. 3 Source contributions to the levels of metals in Henriksdal WWTP influents in Stockholm in 1999.122 |
A study of source contributions to the chemical distribution of metals in receiving waters also needs to be performed for proper source assessment. Depending on sources and reaction during transport, metals exist in various speciation and present different physico-chemical status.123 Chemical metal speciation impacts metal mobility, bioavailability and toxicity resulting in the diversity of the extent of metal contaminations in receiving water bodies. This means that the emitting forms of these substances influence the degree of their impacts on the quality of receiving waters. Little work has been undertaken so far in order to understand chemical forms of metals originating from anthropogenic sources in the aquatic environment.
The role of parameters affecting the degree of metal emissions should be elucidated. Each river basin has specific societal and environmental conditions. Depending on changes in these conditions, emission sources, especially non-point sources, show different relative contributions to the levels of metals in river basins. Some research demonstrates that the levels of metals in water bodies depend on the characteristics of each catchment,29 whereas it is suggested that total rainfall, drainage and impervious area, land-use and annual climatic conditions can change the quality of stormwater and as a result affect the levels of metals in receiving waters.37,124 However, previous studies to estimate effects of these societal and environmental conditions and their correlation have provided inconsistent results.
In this paper, relative source contributions to the levels of metals in receiving waters are not considered. Source contributions cannot be generalised at catchment levels in that they are highly dependent on natural and anthropogenic factors as mentioned above. It is certain that each catchment shows a different trend of source contributions to metal emissions. Due to this reason, relative source contributions should be estimated on a case-by-case basis.
The impact of metals varies according to societal and environmental conditions. For these substances, source assessment should be performed at a fundamental stage to monitor and reduce the concentrations at catchment levels under the WFD. Statistical and simulation models also need to be developed, not only to support source assessment and experimental studies but also to maintain chemical status in the aquatic environment. To improve the quality of source assessment, more research is needed to determine the role of societal and environmental parameters in conjunction with an investigation of chemical distribution of metals in receiving waters caused by each emission source. Based on this, the relative source contributions to metal emissions need to be performed on a case-by-case basis.
Footnote |
† Part of a themed issue dealing with water and water related issues. |
This journal is © The Royal Society of Chemistry 2010 |