1. Introduction
Floods not only bring about immediate material damage caused by the direct effects of high water levels and accelerated flow, but also cause sediment swirling and the redistribution of fixed pollutants, including heavy metals. Since they concentrate in the river sediments, the churned-up sediments become their secondary source, as they are carried by flowing water and can deposit contaminants on nearby land [
1]. The river sediments can contain a variety of heavy elements, the nature and content of which depend mainly on transport and industrial polluters around the river. Heavy metals are fixed in anoxic sediments mostly in the form of sulphides [
2]. Heavy metals are transported both by water as well as sorbed to fine sediment particles. Sedimenting particles with sorbed heavy metals then form their own sediment, where the increase of heavy metal content concentrations and the formation of anoxic conditions result from further settling. The sorption of heavy metals from the aqueous phase to the solid phase is influenced by various factors, such as the pH, concentration of ions capable of forming inorganic complexes, concentrations of organic chelates, etc. [
3]. The fixation of heavy metals into sediments is, under normal conditions, a certain form of immobilization of heavy metals. However, during extraordinary events, such as floods, their content is suddenly rearranged along the entire river flow, and the river and its surroundings can be contaminated even over a long distance. The sediments with concentrated heavy metals thus become a secondary source of contamination, and as a result of the increased flow rate and river overflowing during floods, they can contaminate the vast surroundings of the river, which may also result in contamination of agricultural land. The sediments are considered to be the most significant source of heavy metals in the aquatic environment, containing about 99% of the heavy metals present in the aquatic environment. The quality of the sediments therefore reflects the quality of the ecosystem as well as its heavy metal pollution. For the above reason, it is very important to monitor heavy metal contents in sediments, especially in small rivers and streams that are more susceptible to overflowing, which causes denudation and redistribution of heavy metal containing sediments [
4].
During floods, increases in the mass flow of heavy metals comes about as a result of high water flow, although absolute heavy metal concentrations are lower. In the River Ystwyth, metal concentrations in the suspended sediments can be very high, while in the soluble fraction, under low-flow conditions, concentrations rarely exceed 0.01 mg/L. During floods, the dissolved concentration is diluted, and soluble metals tend to be rapidly scavenged onto sediments [
1,
5]. In the Biała Przemsza River in southern Poland, a threefold decrease of heavy metal concentrations in sediments was observed, caused by a flood in 1997, compared to heavy metal contents in 1993. A lower flood in 1998 decreased the heavy metal contents in the lower course. The period between floods was characterised by a gradual increasing of the heavy metal contents [
6]. In the river Geul (Netherlands), it was proven that during the floods, the effect of river discharge is very important, as opposed to the period between floods when the effect of river discharge is negligible and the quantity and quality of transported sediment depends on the variable activity of various sediment sources upstream. During periods of low flow and probably less turbulence, the carrying capacity is low, causing a build-up of ooze deposits in depressions along the streambed and in the numerous millraces of the river. [
7].
The Bílina River is a medium-sized river, with an average flow rate, Qa, (1981–2010) of 6.81 m
3/s (reported profile in Trmice near the city of Ústí nad Labem) [
8], flowing through the industrial area of Northern Bohemia. The anthropogenic impact on the environment in this area is related mainly to the mining and processing of brown coal and other ores, the highly developed chemical industry, the energy industry, and the metalworking industry. The river has been also polluted by fertilizers and agricultural activities. There is therefore a considerable influence of human activities on the pollution of the river. The Bílina River has been monitored for pollution for many years; such pollutants include heavy metals [
9,
10,
11,
12,
13], polyaromatic hydrocarbons [
14], and chlorinated hydrocarbons [
15,
16,
17,
18,
19]. Also, several toxicological studies using indicator organisms [
16,
20] and ecological studies [
21,
22] were carried out. A joined study of sediment and water quality in Bílina River and following Labe River was recently carried out [
23]. Generally, there has been no regular monitoring of sediments; the regular monitoring of water quality is provided by River Board Authority “Povodí Ohře”, s.p.
During the end of May and the beginning of June 2013, due to several days of heavy rains, a huge flood affected the Czech Republic, including the North Bohemia region. In the North Bohemia region, the Bílina River overflowed. Urbanization along both banks of the river limits the retention capacity of the landscape and accelerates the water runoff. The Bílina River crested in Trmice on June 5 2013 in the morning, when the water level reached the 275 cm river stage and the flow rate was 62 m
3/s, which is almost 10 times the average flow rate [
8].
This work compares the heavy metal contents and distribution in sediments and in river water along Bílina River before the flood, immediately after the flood, and after the flood with a time lag. The result is an overview of the redistribution of heavy metals that occurred during the floods in 2013.
2. Supplementary and Methods
2.1. Description of the Study Area
The Bílina River is an 82 km long left-side tributary of the Labe (Elbe) River. Within the length of 12 km it runs through urban areas in the towns of Jirkov, Most, Bílina, and Ústí nad Labem. The catchment area of the Bílina River is 1082 km
2 and the average flow rate in the hydrological station of Trmice is 6.81 m
3 s
−1 [
8]. The river basin is burdened by industry and anthropogenic pollution—brown coal mining in the Most region, an oil processing plant in Litvínov, the Ledvice coal-fired power station, the heating plant in Trmice, and the chemical production in Ústí nad Labem. The major part of the river follows the main road route between Most and Ústí nad Labem, so heavy metal pollution can come from both large industrial companies and transport. The bottom of the river in the urban areas is paved by stone blocks. The shape of the channel is trapezoidal and deep, with steep river banks. Banks are fortified with stones. The river is extensively regulated, and the original river bed has been altered in many places due to the surrounding coal mining. In one section, the natural river bed has even been replaced by a pipeline, which should have prevented the overflow of water during floods into the nearby coal open-pit mines. Recently, however, a plan has been formed to gradually return the river to the natural river bed. The river is occasionally hit by floods as a result of intense or prolonged rains. Small floods occur on the Bílina River regularly. Larger floods have also occurred, e.g., in August 2002, August 2010, January 2011, and June 2013.
Flow rates at the Trmice hydrological station at the time of sampling are given in
Table 1 [
7].
2.2. Sampling
Sampling sites were chosen to cover most of the Bílina River flow, from Most Lake to the confluence with the Labe (Elbe) River, and they also included places where industrial polluters (chemical factories, brown coal mines) are located on the river. Sampling sites were selected based on previous studies where monitoring prior to floods in 2013 was carried out [
11,
24]. The selection of sampling sites was also influenced by the river bed regulation and its eventual stone block paving, which was especially done in the areas where the river flows through urban areas. We also made sampling points that were more or less the same distance between each other and good accessibility to the place was another important factor. Altogether eight sampling points were identified, see
Table 2. The sampling points are also shown in the map in
Figure 1.
Samples of sediments and water were collected along the Bílina River in four different time periods showing situations before the flood (June 2012), during the flood (July 2013), 1 year after the flood (July 2014), and four years after the flood (July 2017).
Water sampling was performed according to ISO 5667-6 [
25]. Samples were collected with a polyethylene (PE) telescopic scoop and poured into 2-L PE sample containers. Water samples for heavy metal analysis were stabilized with nitric acid to a final concentration of 0.5% according to ISO 5667-3 [
26] and stored in the cold until heavy metal content determination. Sediment sampling was performed according to ISO 5667-12 [
27]. The sediments were collected with a polytetrafluorethylene (PTFE) scoop or with a PE cup on a telescopic rod. The sediments were cooled down immediately after the collection, and after transportation to the laboratory, they were frozen until further processing. Before decomposition of the sediments, they were thawed and dried at room temperature. Since they were hard, they had to be crushed and then sieved with a mesh size of 1 mm. Such treated sediment sample was then digested by aqua regia (pseudototal extraction) according to European standard EN 13657 [
28]. After decomposition, the sample was filtrated through paper filter Ahlstrom type 390 and the heavy metal concentration was determined by the inductively coupled plasma optical emission spectrometry (ICP-OES) method. Simultaneously with the determination of heavy metals, sediment dry matter was also determined using the Kern DBS 60-3 (Kern&Sohn, Balingen, Germany) drying scales. The obtained results of the determination of the selected heavy metals were recalculated to the dry matter in sediments.
Results were evaluated according to the environmental quality standards set out in the Czech Government Regulation No. 401/2015, which defines the indicators and values of permissible surface water and wastewater pollution, and details of the permits to discharge wastewater into surface water and sewage systems, and on sensitive areas [
29]. The content of the heavy metals in the sediments was assessed with reference to Annex No. 1 to Decree 257/2009 Coll., which sets limits for risk elements and hazardous substances in the sediments [
30].
2.3. Chemical Analyses
Preserved water samples were analysed directly without further treatment. In the samples, the desired metals were determined by the ICP-OES method. The sediment samples were frozen immediately after collection. Prior to processing, the sediment samples were dried, crushed in an agate mortar, and passed through a sieve with a mesh size of 1 mm. To 2 g of the thus prepared sample, 7 mL of nitric acid (65% Suprapura, Merck, Kenilworth, NJ, USA) were added. After 2 hours, 21 mL of hydrochloric acid (30% Suprapura, Merck, Kenilworth, NJ, USA) was added; the mixture was allowed to stand overnight and the next day it was boiled for 2 hours on a heating plate. The decomposed samples were filtered and transferred to a 100 mL volumetric flask. Then, distilled water was added to the samples in the flasks. In such prepared samples, the selected elements were then determined by the ICP-OES method. As a reference material for the determination of metals, the multi-element standard Astasol-MIX, AN 9090 (MN), by Analytika, s.r.o., was used, containing 100 mg/L of each of the measured metals in 2% HNO3.
The actual determination of selected heavy metals in both the preserved water samples and the decomposed sediments was performed using the inductively coupled plasma optical emission spectroscopy method on the Optima 8000 (Perkin-Elmer, Waltham, MA, USA) instrument. The instrument was equipped with a Scott spray chamber and a cross flow nebulizer. Parameters of the ICP-OES spectrometer are listed in
Table 3.
2.4. Data Evaluation and Statistics
Non-parametric multiple ANOVA, also known as PERMANOVA [
31], was applied to test the statistical significant influence of two factors (locality and year) on the metal concentration. The significance was computed by permutation of the group membership, with 9999 replicates. The PAST (ver. 3.17, Natural History Museum, University of Oslo, Oslo, Norway) software was used for computations.
4. Discussion
A PERMANOVA comparison of the metal concentrations in the sediments (
Table 5) revealed significant differences between sampling points, sampling years as well as the interaction of these factors. During the flood, a slight increase was determined for most of the monitored elements along the whole river flow.
The data indicated only an exceptional reduction of the metal content caused by the flood. Reduced contents of copper were found only at sampling point 6. The reduction of nickel content during the flood was observed at sampling point 4 and the reduction of lead content was observed at sampling points 4, 6, and 7. Zinc content increased during the flood along the whole river flow. The increase in the content of the monitored elements is probably due to the churning of sediments, which occurs during floods. One year after the flood, the contents of the majority of the monitored elements decreased to pre-flood values. At sampling points 2 and 6, there was a significant decrease of the copper content compared to the content before the flood. In the case of lead, a decrease compared to the pre-flood situation was observed at sampling points 6 and 7; at sampling point 3, the content was the same as that during the flood. The zinc and nickel contents returned to pre-flood values at all sampling points one year after the flood.
In 2017, four years after the flood, a significant increase in the content of the monitored metals was observed at all sampling points. At sampling point 1, the Cu, Zn, and Ni contents were more than eight times the contents in 2012. Also, at all other sampling points, the contents of all monitored elements were usually two to six times higher. The copper content at sampling point 5 was 11 times higher than before the flood. From this dramatic increase, it is possible that very significant anthropogenic pollution of the Bílina River occurred. This statement is supported by the correlation of the metal concentrations in sediments (
Table 6). While a significantly high correlation was found between Ni, Cu, Pb, and Zn, the Cd concentrations did not correlate to the other metals. Despite the values for Cd being near to limit of quantification, these data implicate a joint source of Ni, Cu, Pb, and Zn and a different source of Cd.
The increase of metal concentrations can be partly attributed to drier recent years (lower flow rates can lead to increased sedimentation). Nevertheless, this period is also characterized by increased economic (industrial) activity after an economic crisis. Several new factories were established in the area recently, which includes, among others, the Zn-smelting. In the period, there was also an interruption of the waste-water treatment plant of the Unipetrol oil refinery. Significantly higher levels of the monitored metals were observed at the upper and lower river flows, with the exception of Ni, whose content was not increased at the lower river flow and higher levels were determined only at the upper river flow. High metal contents at the upper river flow (sampling points 1 and 2) are related to the fact that the river passes the Litvínov and Most industrial zones. Contamination at the lower Bílina river flow from sampling point 6 is related to the fact that the river enters the industrialized area around Ústí nad Labem. The lowest content of all the monitored metals was observed at sampling point 3. This sampling point is already far away from the Litvínov and Most industrial zones and there is no major polluter in its vicinity. In its middle section, the river does not flow through any industrial zone. Low metal concentrations in the middle course of the river confirm that the bonding of the monitored metals to the solid phase proceeds rapidly, and the sediment pollution rapidly decreases as the distance from its source increases. In 2017, the levels of all monitored elements increased compared to previous periods, including the pre-flood situation. The measured heavy metal contents in 2017 no longer allowed the sediments to be landfilled on the agricultural land as the limits set by Decree 257/2009 [
30] were exceeded. The sediments from the middle river course did not exceed the limits for Ni and Cu, but the Zn and cadmium limits were exceeded in the sediments collected at all the sampling points. Before the flood as well as one year after the flood, the sediments meet the heavy metal limits as specified in the above-mentioned decree. Only at the time shortly after the flood, before the disturbed sediment re-settled again, did the sediments in some places not meet the limits pursuant to Decree 257/2009 [
30]. Thus, the flood only had a short-term effect on the sediment quality from the point of view of the content of the monitored metals. The long-term anthropogenic pollution of the Bílina River has a much greater effect on the river.
5. Conclusions
Selected heavy metals (Cd, Cu, Ni, Pb, Zn) in water and sediments were monitored along the Bílina River before, during, and after floods in 2013. The content of metals in the river sediments was many times higher than in the river water. A slight content increase in the sediments was observed along the entire flow of the river as a result of the floods. However, after the flood, the sediment quickly re-settled and the contents of the monitored metals returned to the same values as before the flood. After a four-year period of time that was not accompanied by floods, a significant increase in the metal concentration was observed, likely due to new anthropogenic pollution, the effect of which is significantly higher than the impact of the floods.