A thermometer

A pH meter

A 100 ml beaker

A conductivity meter with electrodes

A container for the water to be analyzed

A turbidimeter

A volume of distilled water

A test tube

A DR-2800 spectrophotometer

A BOD sensor bottle

A test tube

A temperature-controlled cabinet

A round tube

A thermoreactor (DRB 2800)

A pipette

Reagents:

Potassium hydroxide 1310-58-3 (100%)

Respirometric BOD nutrient buffer billows

(COD reagent 1): oxidant

(COD reagent 2): catalyst

Distilled water

The analyses were conducted jointly by the industry laboratory and the national water laboratory, following recognized standard protocols.

Samples were taken at different stages of treatment:

Section PK-102: representing the makeup water/external source (control).

Section C-101: representing the main tributary of oily water (before treatment).

Sections C-103 and C-107: representing the effluent during treatment (after biological/physicochemical stages).

Discharge basin: Final effluent after complete treatment.

These points allow for monitoring the evolution of water quality at each stage.

Field parameters: pH, temperature, and electrical conductivity were measured in situ using a calibrated multiparameter meter (model, brand).

Laboratory parameters: COD and BOD5: Measured respectively by the reflux fermentation method (APHA 5220 B) and the manometric method using respirometers (APHA 5210 B).

Total hydrocarbons were extracted using solvent extraction and determined by IR spectrophotometry (standard method).

Heavy metals (As, Cr, Pb) were analyzed by atomic absorption spectrometry (AAS) after acid digestion (APHA 3111 B).

Suspended solids (SS), turbidity, sulfides, phenols, ammonia nitrogen: Determined by spectrophotometry according to the respective APHA standards (2540 D, 2130 B, 4500-S²⁻ D, 5530 B, 4500-NH₃ B).

Microbiological parameters (E. coli, total coliforms): Membrane filtration method (APHA 9222 B).

Quality assurance: Analytical blanks and reference standards were used for each series of analyses. The limits of detection (Ld) for metals were 0.001 mg/L for lead (Pb), 0.005 mg/L for arsenic (As), and chromium (Cr).

The initial biodegradability coefficient (K = COD/BOD5) was calculated to characterize the raw effluent. The removal rate (%) for each parameter was calculated as follows: [(Inlet concentration - Outlet concentration)/Inlet concentration]100. The results were compared to the discharge standards of the Chadian hydrocarbon industry and to the WHO guidelines for drinking water (as a reference for protection).

The raw wastewater exhibited a very high pollutant load (Table 2). The COD reached 3000 mg/L for the high concentration effluent, with a COD/BOD5 ratio (K) of 1.5, indicating a relatively biodegradable organic fraction. The oily effluent had a K of 2.6, suggesting lower biodegradability. Significant concentrations of hydrocarbons (900 mg/L), phenols (50 mg/L), sulfides (50 mg/L), and metals (detectable) were measured. Table 2provides information on the characteristics of the raw wastewater before treatment.

Table 2. Characteristics of raw wastewater before treatment.

Table 2provides an overview explaining that before undergoing the treatment process, wastewater is subjected to various analyses that yield approximate values for harmful substance concentrations, ultimately determining the treatment’s effectiveness. Table 3 presents the results of the analyses on oily wastewater and highly concentrated wastewater before treatment:

The treatment resulted in a drastic reduction in the pollutant load (Table 2). Removal rates were excellent for COD (95% - 98.6%), BOD5 (98% - 99.7%), and hydrocarbons (>99.9%). The pH of the final effluent remained stable at 6.9. The final BOD5/COD ratio (Kf = 0.145) indicates very high residual degradability. Table 3presents the results on the characteristics and disposal efficiency after treatment.

Table 3. Characteristics and removal efficiency after treatment.

Heavy Metals: Lead (Pb) concentrations were below the detection limit (<0.003 mg/L) in all final samples. However, traces of arsenic (up to 0.036 mg/L in sample C-107) and chromium (up to 0.06 mg/L) were detected, sometimes exceeding the WHO reference value of 0.01 mg/L for arsenic.

Microbiology: Significant fecal contamination (E. coli and total coliforms) was found in some raw water samples (e.g., C-107: 13,400 total coliforms). This contamination was eliminated in the treated final effluent (PK-102: absent).

Post-treatment values are derived from the same final effluent, but reductions are expressed relative to each specific influence.

3.4.1. pH Analysis Results

pH control is crucial for the efficiency of biological processes. A low pH can inhibit nitrification as noted by Guerguezi and Achour 2005 [11]. The stabilization of the outlet pH suggests good buffering in the treatment basin, likely due to the alkalinity produced during denitrification.

All samples exhibit a slightly acidic to neutral pH (6.49 - 6.83).

No sample exceeds the usual drinking water limits (generally 6.5 - 8.5).

The pH is consistent with natural water, but slight acidity can promote metal solubilization.

This result is related to the stability of the treatment process, as our observations indicate that the inlet pH is often acidic (5.44 - 6.95), while the outlets are neutral to slightly alkaline (6.5 - 8.6).

Figure 1. pH Evolution (Inlet vs. Outlet).

In this figure (Figure 1), the curve shows the pH evolution (inlet vs. outlet). A bar chart shows the average pH (with error bars) for the inlet (acids to alkalis) and outlet samples (all clustered around 6.9, neutral).

3.4.2. Turbidity

A bar chart of turbidity values (NTU) for points C-107 (very high), C-101 (moderate), and PK-102/C-103 (low).

Figure 2. Turbidity of the different sampling points.

Turbidity values are highly variable, as highlighted in Figure 2.

High turbidity (C-107, C-101) can be due to suspended solids (clays, organic matter), often associated with runoff or microbiological contamination.

3.4.3. Microbiological Parameters: E.coli and Total Coliforms

Wastewater contains all microorganisms excreted with fecal matter. This normal enteric flora is accompanied by pathogenic organisms. Figure 3 shows the results of the analysis of the microbiological parameters of E. coli and total coliforms.

- PK-102: absence → microbiologically safe water.

- C-101, C-103, C-107: significant presence, especially C-107 (13,400 total coliforms).

The presence of E. coli indicates recent fecal contamination. This water is not potable without treatment.

Figure 3. Diagram of microbiological parameters E. coli and total coliforms.

In light of these results, we recommend the following:

Mandatory treatment for C-101, C-103, and C-107 before consumption.

An investigation into the sources of contamination for arsenic and fecal bacteria.

Enhanced monitoring of points C-107 and C-101.

Given these results on the significant reduction of hydrocarbons after treatment, we believe this is consistent with the biological and physicochemical processes used in oily water treatment. According to Jakubauskaitė, V and al. (2024) [12], flotation and biodegradation systems can reduce petroleum hydrocarbons by more than 95% under optimized conditions. The variability in inlet concentrations can be attributed to fluctuations in industrial activities, as highlighted by Zhang et al. (2020) [13].

The presence of E. The presence of coliforms, while unexpected in the petroleum industry, can be explained by:

Sanitary or facility cleaning water mixed with industrial effluents.

External inputs through runoff or contaminated rainwater.

The possible resuspension of bacteria adsorbed onto suspended solids.

3.4.4. Electrical Conductivity (EC)

Conductivity varies considerably: from 85.4 µS/cm (C-103) to 490 µS/cm (PK-102).

We observe that high conductivity (PK-102, C-107) can indicate significant mineralization or contamination by dissolved salts. A low C-103 value suggests water with low mineral content, possibly of surface origin or with a low ion concentration. Figure 4shows the evolution of electrical conductivity at 25˚C. This result demonstrates, as highlighted above, the salt contamination.

Figure 4. Evolution of electrical conductivity at 25˚C.

3.4.5. Heavy Metals

Figure 5 shows the result of our analyses in a grouped bar chart showing the concentrations (mg/L) of Arsenic and Chromium for samples C-101, C-107 and PK-102, with a horizontal line indicating the WHO limit for As (0.01 mg/L).

Figure 5. Residual concentrations of heavy metals.

Lead (Pb): All values are below 0.003 mg/L, therefore compliant with drinking water standards (limit generally 0.01 mg/L).

Arsenic (As): Present in C-101 (0.013 mg/L) and C-107 (0.036 mg/L).

Comment: The C-107 value exceeds the WHO standard (0.01 mg/L). Possible source: natural dissolution or industrial pollution.

Chromium (Cr): Present in PK-102 and C-107 (0.06 mg/L).

Based on this result, we recommend monitoring for chromium if it is hexavalent chromium, which is toxic.

Heavy metals represent a significant group of hazardous contaminants often found primarily in industrial wastewater [14]. Heavy metals, stable and highly persistent compounds, are environmental contaminants that can accumulate and be transferred to higher organisms in food webs, leading to serious ecological and public health problems [15][16].

Observations:

- COD frequently exceeds 800 mg/L at the inlet but is reduced to less than 120 mg/L at the outlet.

- Volatile sulfides and phenols are also effectively removed.

Scientific Commentary: The reduction of COD and aromatic compounds such as phenols is typical of aerobic and anaerobic biological treatment processes. Kynadi, A. S., & Suchithra, T. V. (2017) showed that specialized bacteria (e.g., Pseudomonas, Thiobacillus) can degrade phenols and reduce sulfides. The residual presence of sulfides may indicate sulfate-reducing microbiological activity, as discussed by Desai, Uday, & Kalpana. (2021) [17][18].

3.5.1. Ammoniacal Nitrogen (NH₄N)

Observations:

- Ammoniacal nitrogen concentrations in the inlets range from 2.54 to 17.6 mg/L.

- In the outlets, they are generally less than 1 mg/L, except for a few peaks.

Scientific Commentary: The removal of ammoniacal nitrogen is probably due to nitrification-denitrification. According to An, Z. (2022) [19], this process is efficient in activated sludge systems when pH and temperature are controlled. Residual peaks may be related to organic overloads or insufficient hydraulic retention time.

3.5.2. Total Phosphates

Total phosphates at the outlet of CI-107 range from 0.7 to 7.2 mg/L.

Phosphorus removal in conventional treatment systems is often limited without chemical precipitation or enhanced biological processes (e.g., EBPR). Ramler et al. (2022) point out that residual phosphorus concentrations can persist in the absence of specific treatment [20].

3.5.3. Cyanide

Cyanide is consistently below the detection limit (0.5 mg/L).

The absence of detectable cyanide is positive, as it is a toxic and regulated contaminant. According to Jumbo Pacheco, P. X., & Nieto Monteros, D. A. (2016), cyanides can be degraded by chemical or biological oxidation under aerobic conditions [21].

The hybrid treatment system (physico-chemical + biological) demonstrated remarkable efficiency in removing the organic load, with performance exceeding 95% for COD/BOD5, consistent with studies reporting the effectiveness of such systems for oily waters [12][13]. Stabilizing the pH around neutrality (6.9) is crucial for optimizing subsequent biological processes and ensuring compliance [11].

The occasional persistence of arsenic and chromium in the final effluent, albeit at low concentrations, is the main point of concern. Heavy metals, which are non-biodegradable, are poorly removed by conventional biological treatments and can accumulate in the environment [44]. Their presence can originate from the raw matrix or from equipment dissolution. This result highlights the inherent limitation of the current process and justifies the recommendation of a polishing step (tertiary treatment) such as adsorption onto activated carbon or the use of membranes specifically designed for the retention of metal ions [27].

For residual arsenic and chromium, targeted tertiary treatment is recommended:

Adsorption onto activated alumina or iron oxide for arsenic.

Chemical precipitation using sulfides or hydroxides for chromium.

These technologies, already proven in the treatment of industrial effluents, could be integrated downstream of the biological treatment.

The significant reduction in the K coefficient (from 1.5 - 2.6 to 0.145) confirms the efficient transformation of complex organic matter into more readily degradable compounds. The complete elimination of indicators of fecal contamination in the treated effluent is essential to prevent health risks in the event of discharge into the environment.

The final effluent generally complies with strict Chadian standards for the majority of parameters. However, to ensure sustained performance and address occasional exceedances (metals), we recommend:

1) Enhanced monitoring: Implementation of continuous or more frequent monitoring for arsenic, chromium, pH, and hydrocarbons.

2) Optimization of primary/physicochemical treatment: Adjust the doses of coagulants/flocculants to improve the co-precipitation of metals upstream of the biological treatment.

3) Feasibility study of tertiary treatment: Evaluate the addition of an adsorption unit (activated carbon, local biochars) or targeted chemical precipitation for metals.

4) Sludge Management: Characterize and safely manage sludge from the treatment process, which may be contaminated with metals and hydrocarbons.