Introduction

Located southwest of the Mediterranean Sea, Algeria is one of 131 “hotspots” listed by the Mediterranean Action Plan (MAP/MEDPOLL) and associated with large agglomerations, industrial sites, or river mouths (Khaled-Khodja 2016). Annaba is the fourth largest city in Algeria, with a population of over 1,000,000 inhabitants and covers about 1439 km2 of land. The city is located on the northeast coast extremity of Algeria, and it is an open bay oriented towards industrial, urban, and tourist activities (Ouali et al. 2008; Sifi et al. 2007). As a coastal city, Annaba suffers from a lack of water resources, and the wastewater is discharged into surface waters from urbanization, agriculture, and major industries (MATE 2002). Due to the lack of functional and effective water-treatment stations, all the telluric inputs are entering, without pretreatments, directly into littoral waters or conveyed by wadis to finish in the bay (Kherraz 2008; Khammar et al. 2009; Khaled-Khodja et al. 2014; Khaled-Khodja et al. 2016). Annaba Bay is a singular coastal area (southwestern Mediterranean Sea) that receives large diffuse inputs from the Seybouse and Bouhamra wadis and has also been subjected to severe pollution problems induced by direct domestic and industrial wastes (Khaled-Khodja et al. 2016; Ounissi et al. 2016). The coastal areas play an important role in the economic and social development at the local, national, and global scales. Coastal areas usually act as receptors for several types of discharges and dumping wastes containing high levels of persistent organic pollutants (POPs) coming from anthropogenic activities (Ziouch 2014; Merhaby et al. 2015). Organic compounds discharged into an aquatic environment can have negative impacts on aquatic ecosystems by direct and indirect toxic effects on organisms (Fleeger et al. 2003). Actually, organic contaminants are a major environmental concern due to their physicochemical properties, their ubiquity, their persistence, their long-range transportability, and fat solubility (Mzoughi et al. 2002; Bataille et al. 2010; Tiganus et al. 2013; Kanzari et al. 2014; Vane et al. 2014; Kong 2015; Merhaby et al. 2015; Net et al. 2015; Lukic et al. 2016). The compounds tend to bioaccumulate in fatty tissue and have potentially adverse effects on living organisms and human health via drinking water resources and the food chain (Fleeger et al. 2003; Fernandez et al. 2012; Net et al. 2015). Moreover, the contaminants are known or suspected as mutagenic and carcinogenic and their endocrine-disrupting activities in humans and wildlife have been recently reported for polycyclic aromatic hydrocarbons (PAHs) and polychlorinated biphenyls (PCBs) (Brun et al. 2004; Merhaby et al. 2015). River water acts as receiving water for various kinds of organic contaminants originating from municipal and industrial wastewaters. For the ecosystem protection and to keep water resources clean, it is important to identify the nature of contaminants, their contamination levels, as well as their sources (Net et al. 2015).

PAHs are widely spread chemical pollutants released into the environment. The aromatic hydrocarbons can originate from the natural processes including biomass burning, volcanic eruptions, and diagenesis, or in anthropogenic inputs such as the incomplete combustion of wood, coal, industries, and vehicle emissions (Wang et al. 2007). They can also come from seepage of crude oil and coal or oil spills. Anthropogenic origins are generally the major sources of PAHs in the environment (Mirza et al. 2014). Hydrocarbons are highly lipophilic compounds, ubiquitous in the water column of coastal, estuarine, and river, as well as in sediments in which they tend to accumulate (Net et al. 2014). Due to their toxic, mutagenic, and carcinogenic effects (IARC 2010), 16 PAHs are listed as priority pollutants by the US Environmental Protection Agency (US EPA) (Cardellicchio et al. 2007; Tiganus et al. 2013; Kong 2015).

PCBs have commonly been used as dielectric fluids in capacitors and transformers, hydraulic fluids, lubricating oils, additives in pesticides, inks, and paints until the hazard posed to both the environment and human health by their use became evident (Fouial-Djebbar et al. 2010; Net et al. 2015). Anthropogenic pollutions particularly from shipping and industrial activities are responsible for the presence of PCBs in the environment (Hong et al. 2005, 2006). However, little is known about PCB pollution even if it is still a major concern due to the multiplicity of sources and transport mechanisms (Fernandez et al. 2012). However, recent studies on organic contamination are concentrated only on the northwestern part of the Mediterranean Sea and there is a great lack of information on the eastern and southern parts (Fouial-Djebbar et al. 2010; Merhaby et al. 2015). Algerian watersheds are poorly known and the few published data on nutrient levels and loads are very limited in time and space scales and concerned the distribution of nutrients in four coastal water sheds (Ounissi and Bouchareb 2013; Aounallah 2015). Moreover, data on organic contamination in coastal catchments and in freshwater ecosystems are nonexistent, except for the work of Fouial-Djebbar et al. (2010), which had only considered the level and distribution of PCBs in marine sediments collected from the seaside of Tamenfoust touristic resort located on the eastern side of Algiers Bay.

The objective of the present study was summarized as follows: (i) analysis of the degree of contamination by PAHs and PCBs in water and sediments from Bouhamra and Seybouse wadis, and (ii) determination of the possible sources of these organic contaminants.

Materials and methods

Description of Gulf of Annaba and the study sites

The Gulf of Annaba is situated at the extreme east of Algeria (36°50′-37°N; 7° 45′-8°15′E) (Fig. 1). In Annaba Bay, the modified Atlantic current moves eastward from the marine side and crosses the shelf of Annaba, which allows some renewing of the outer neritic waters. However, the inner part of the bay mostly influenced by continental inputs from the Seybouse and Bouhamra wadis and urban waste of about 1 million people in the city of Annaba and its surrounding villages, and industrial waste from Asmidal, a single large fertilizer factory (Ziouch 2014).

Fig. 1
figure 1

Location of study sites in Annaba gulf [(1) Bouhamra effluent, (2) Industrial effluent (Asmidal), (3) Seybouse effluent]

The selected study sites are the main sources of anthropic discharges at Annaba Bay. The first site is Bouhamra wadi (1) (Fig. 1), symbolized by Bouh. It represents the largest urban effluent of the city of Annaba. Bouhamra effluent, the major wastewater entering the bay, crosses the west plain of Annaba city and runs up to the sea. Before reaching the sea, the effluent receives multiple domestic sewage inputs from several sewer lift stations and many other connections to domestic sewages. It is estimated that the effluent brings the domestic waste of about 100,000 inhabitants. Outside the riverine water, the effluent had a flow varying generally within the day between 0.2 and 1 m3 s− 1. However, it is ultimately a real wastewater outfall (Khammar et al. 2009; Ziouch 2014). The second site is Seybouse wadi (3) (Fig. 1) situated at the northeast extremity of Algeria. This wadi is ranked in second place in the country, according to its vast drainage basin (6471 km2) and its length. However, it is considered as one of the most polluted wadis in Algeria (MATE (Ministère de l’Aménagement du Territoire et de l’Environnement) 2003). In the low plain of Seybouse, a multitude of anthropogenic activities takes place (heavy industry, national company of wood, regional company of cement, industrial group of paper and cellulose, the company of regional manufacturing of medical articles, complex of Asmidal, etc.). Agricultural activities are also present and very varied: cattle, mixed, truck farming, industrial crops (tomatoes and tobacco), forage crops, cereal and fruit mix cultivation according to the availability of water (Debieche 2002; Derradji et al. 2004; Abdelguerfi and Zeghida 2005). The wadi, 240 km long, crosses more than 86 municipalities and seven metropolises in which domestic wastewater are rejected, without pretreatments, due to the lack of treatment plants (Kherraz 2008). The various discards join at the level of Seybouse mouth before reaching the coast. Finally, both Bouhamra and Seybouse wadis are situated near a road that has intense traffic. Also, a gas station is situated next to Seybouse wadi.

Sampling

In order to estimate the concentrations of PAHs and PCBs in waters and sediments, a seasonal sampling was realized during the year 2009–2010: a campaign in October 2009 (autumn period), another one in February 2010 (winter period), a third one in May 2010 (spring period), and a last one in August 2010 (summer period). The samples of waters and sediments were taken in two stations. The first one is located downstream of the wadi Bouhamra (Bouh) where converges all urban waste from the western plain of the city to flow into the bay. The second station is situated approximately 100 m from the mouth of Seybouse wadi (Sey), where all the anthropic rejections (urban, agricultural, and industrial effluents) accumulate before reaching the sea.

Water samples were collected for PAHs and PCBs analyses in 1-l pre-cleaned glass amber bottles, with Teflon-lined screw caps from each site (Agence de l’eau Loire Bretagne 2006). Samples were manually collected from surface waters, no deeper than 1 m. All sampling vessels were pre-cleaned with acetone, purified water, and washed three times by sampled water.

Surface sediments (0–5 cm) were collected with a stainless-steel scoop (Schiavone and Coquery 2011) at the same stations as the water samples. Samples intended for determination of PAHs were stored in glass amber bottles. A calcined sheet of aluminum was placed between the plastic cork and the body of the glass flask. Samples intended for determination of PCBs were stored in glass jars washed with detergent (Decon, East Sussex, UK), rinsed with ultrapure water and acetone and finally dried at 120 °C prior to use.

After sampling the water and sediment, samples were transported in a cool box at 4 °C to the IDHESA LABOCEA (e.g., IDHESA Britain Oceane) laboratory, where they were stored at − 20 °C until analysis.

PAHs and PCBs extraction and analysis

Water samples

PAHs and PCBs were liquid–liquid extracted (Irace-Guigand and Aaron 2004) with hexane/dichloromethane mixture (50:50, v:v). After the separation, the organic extract was evaporated to the volume of 2–4 ml and then the micropollutants were separated with chromatography on activated silica gel. The fractions were concentrated under nitrogen vacuum and stored prior to analysis.

Sediment samples

Sediment samples were dried at 40 °C for 24 h, ground and sieved at 2 mm. In brief, 10–25 g of sieved samples, spiked with internal standards, was extracted by a Soxhlet system for 24 h with 300 ml of cyclohexane for PAHS analysis and 300 ml of n-hexane for PCBs analysis. The extracts were concentrated and purified by liquid chromatography on silica gel column. PAHS were recovered by elution with 40 ml of n-hexane/toluene mixture (7:3, v:v) and the PCBs were recovered by elution with 30 ml of diethyl ether/hexane mixture (1:10, v:v). Finally, the fractions were concentrated using a rotary evaporator followed by a slight stream of nitrogen and internal standards were added prior to quantification by instrumental analysis (Oehme 2001, 2003).

Separation, identification, and quantification of PAHS and PCBs in water and sediment were performed using gas chromatography coupled to mass spectrometry (GC–MS). This technique is widely applied in many branches of science and technology. For over half a century, gas chromatography (GC) has played a fundamental role in determining how many components and in what proportion they exist in a mixture. It is fast and sensitive and allows determination of thermally stable and volatile compounds. This makes it ideal for the analysis of the hundreds of relatively low molecular weight compounds found in environmental materials. However, the ability to establish the nature and chemical structure of these separated and quantified compounds is ambiguous and reduced, and requires a spectroscopic detection system. The most used is the mass spectrometric detector (MS), which allows obtaining the “fingerprint” of the molecule, i.e., its mass spectrum. Mass spectra provide information on the molecular weight, elemental composition, and if a high-resolution mass spectrometer is used, functional groups present, and, in some cases, the geometry and spatial isomerism of the molecule (Stashenko and Martinez 2014). The mass spectrum can be compared to reference libraries of known compounds in order to be identified.

Data analysis

The standards taken in term of evaluation of water and sediment quality were based on the French system of evaluation of streams water quality (SEQ-Eau) recommended by French water agencies (2003) (Table 1) and the circular of May 7, 2007 DCE/23 defining the “temporary environmental quality standards (NQEp)” for French superficial waters (Rodier et al. 2009).

Table 1 Classes of biological ability of pollution-sensitive species (Agences françaises de l’eau 2003)

Aromatic diagnostic criteria used in the interpretation of PAHs sources were: abundance ratio of 2–3 rings hydrocarbons to 4–6 rings hydrocarbons, low molecular weight/high molecular weight (LMW/HMW), Anthracene/(Anthracene + Phenanthrene) [Ant/(Ant + Phe)], Fluorine/(Flourine +Pyrene) [Flu/(Flu + Pyr)], Benzo(a)anthracene/(Benzo(a)anthracene + Chrysene) [BaA/(BaA + Chry)], Indeno(1,2,3-c,d)pyrene/[Indeno(1,2,3-c,d)pyrene + Benzo(ghi)perylene) (INP/(INP + BghiP)], Benzo(a)anthracene/Chrysene (BaA/Chry), Indeno(1,2,3-c,d)pyrene/Benzo(ghi)perylene (INP/BghiP) (Table 2).

Table 2 Characteristic of PAHs molecular diagnostic ratios (Kanzari et al. 2014)

Results and discussion

PAHs and PCBs concentration in the water

Sixteen PAHs were analyzed for station of water sample; their concentrations ranged from 0.003 to 0.084 µg.l− 1 (Table 3).

Table 3 Individual concentration of PAHs and PCBs (µg.l− 1) for water samples

Among the 16 studied PAHs, ten hydrocarbons exceed the recommended values (Table 3). The water of wadi Bouhamra presents a poor quality for biological life of sensitive species (SEQ-Eau 2003). This degradation of the water quality is also confirmed by the NQEp, which attributes to the wadi a bad biological potential. This change in water is mainly due to the presence of the heavy PAHs (4–6 rings): Pyr > Chry > BghiP > Fluo > BaP > BaA = INP > BbF > DBA > BkF.

Half of the PAHs found in Seybouse exceed the standards (Table 3). The BaP recorded the highest content and so attributes to the wadi a passable biological ability for pollution-sensitive species (SEQ-Eau 2003). The most discriminating PAHs are: BaP > BbF > INP = BghiP > BaA > BkF > Chry > DBA.

We can say a priori, that Bouhamra and Seybouse waters are mainly contaminated by the heavy PAHs.

Unlike the PAHs, the PCBs were only detected in Seybouse water. Three PCBs were found (Table 3). Considering PCBs individually, it can be noted that the concentrations of the pollutants are below the permissible values. However, their sum exceeds widely the limits fixed by the SEQ-Eau and the NQEp, and hence attributes to the water a poor biological capacity.

Distribution and sources of PAHs in water

Possible sources of the PAHs emission into environment can be found by the use of indices, which are the ratio of concentrations of some PAHs in the sample (Tiganus et al. 2013; Botta et al. 2014; Kanzari et al. 2014).

The abundance ratio of two- and three-ring hydrocarbons (LMW) to four- to six-ring hydrocarbons (HMW) PAHs is a commonly used one to help determine the petrogenic and pyrolytic sources. Values below 1 are considered as combustion sources and values above 1 are considered for petrogenic contributions (Kanzari et al. 2014). As shown in Table 4, the value of LMW/HMW index at the two stations ranges from 0.62 to 0.86. These values indicate pyrogenic (pyrolytic) origins.

Table 4 Values of the PAHs ratios of water

Table 4 shows that the ratio Ant/(Ant + Phen) in the two stations ranges from 0.31 to 0.57, which indicates a pyrolytic origin. For Flu/(Flu + Pyr), the value within the range from 0.4–0.5 is typical for pollution by combustion products of liquid fuel and oil. BaA/(BaA + Chry) ratio values higher than 0.35 indicate pollution by PAHs formed as a result of pyrolytic process. Values of INP/(INP + BghiP) ratio are between 0.42 and 0.5 confirm vehicle emissions related to fossil oil combustion. At all stations, the ratios Ant/(Ant + Phen), Flu/(Flu + Pyr), BaA/(BaA + Chry) and INP/(INP + BghiP) confirm the pyrogenic origin of PAHs.

PAHs and PCBs concentrations in sediments

Among the 16 PAHs recommended by the EPA, all were found in the studied sediments. Their concentrations fluctuate between 3.33 and 62.49 µg.kg− 1 dry weight (dw) (Table 5).

Table 5 PAHs and PCBs concentration in sediments (µg.kg− 1 dw)

In spite of the significant number of PAHs found in sediments (Table 5), the concentrations found stay in the limits recommended by SEQ-Eau, except for phenanthrene, which exceeds the standard and so attributes to Bouhamra sediment a passable quality.

The sums of PCBs (PCB 52, PCB 101, PCB 138, PCB 153, PCB 180) determined in the sediment samples were below the permissible values (Table 5).

Distribution and sources of PAHs in sediments

Seven molecular diagnostic ratios are used to identify pollution emission sources contributing to PAHs released in the Gulf of Annaba (Table 6).

Table 6 Values of the PAHs ratios of sediments

For Ant/(Ant + Phen) ratios, the two stations values range between 0.29 and 0.37, which confirms a pyrolytic origin. Stations exhibit values of the Flu/(Flu + Pyr) ratio between 0.17 and 0.18, indicating a petrogenic inputs. The high molecular weight PAHs such as BaA, Chry, INP, and BghiP are generally minor constituents in crude oil and refined petroleum products and are generally present in significant quantities only in the high molecular fractions as asphalt and possibly in the bitumen or coal (Kanzari et al. 2014). As shown in Table 6, BaA/(BaA + Chry) ratio values higher than 0.35 were used as indicators of pyrolytic sources. Values of the INP/(INP + BghiP) ratio are between 0.2 and 0.5, and indicate the vehicle emissions related to fossil oil combustion. The stations have a low LMW/HMW ratios (< 1), indicating the pyrolytic sources of PAHs (Tiganus et al. 2013; Kanzari et al. 2014; Net et al. 2015; Manneh 2016).

Conclusions

The present paper is the first study on the evaluation of organic contamination level in water and sediment of two freshwater systems, Bouhamra and Seybouse wadis (northeast Algeria).

The surface waters are heavily polluted with PAHs and to a lesser extent by PCBs. Waters of both stations are of poor quality and are mainly polluted by the heavy PAHs. The PCB138, the PCB153, and the PCB180 were detected only in the water of Seybouse, and their concentrations attribute a passable quality to the biological life.

The 16 priority PAHs are present in the sediments. Their concentrations are below standards, except for Bouhamra sediment, which is contaminated with phenanthrene. The sediment quality is bad for aquatic life. The PCB levels are below required limits. Therefore, the ecotoxicological evaluation based on international sediment quality guidelines (SQGs) should be performed in order to establish the ecological risk for aquatic fauna.

Multiple sources can be associated to PAHs and PCBs pollution into Bouhamra and Seybouse wadis. However, the diagnostic ratios indicate that pyrolytic process is the dominant source. It is characterized by abundance of high molecular weight PAHs resulting from incomplete combustion of organic matter including biomass and fossil fuels. The minor contribution of petroleum product produced by sewage outfall and fishery activities is due to the vulnerability of petroleum PAHs for degradation.

Finally, much remains to be done in the area and complementary studies are needed to take measures to control urban, agricultural, and industrial effluents to avoid dispersal of these persistent toxic contaminants into the environment. A continuous monitoring of PAHs and PCBs in water and sediment is recommended.