Introduction

Rapid population growth and agricultural development resulting from industrial activities release numerous organic and inorganic pollutants into nature.1–3 These pollutants can be discharged into both aquatic and terrestrial environments. Discharging wastewater into water bodies adversely affects water quality, the environment, and public health.4,5 Due to the scarcity and unequal distribution of water resources in many countries, coupled with energy consumption issues and global warming, people need to seek alternative solutions and develop clean and ecological technologies to address environmental concerns. The conservation and sustainability of water resources can only be achieved through the reduction of wastewater treatment plant loads, increased treatment efficiency, and wastewater recycling.6 Wastewater treatment processes conventionally involve different physical, chemical, and biological combinations, resulting in high energy consumption and greenhouse gas emissions. However, due to their inadequate treatment efficiency, they are not considered an environmentally and economically suitable solution.

Nevertheless, in the terrestrial environment, waste materials are being reduced through various methods such as incineration, composting, pyrolysis, landfilling, and landfilling in certain areas without causing harm to the environment.7 Some materials stored in a pile form can become liquid during landfilling, creating “leachate containing dissolved or suspended substances.” Leachates contain high amounts of organic and inorganic matter, including heavy metal loads such as mercury, iron, manganese, and copper, posing a significant threat to groundwater.8 These wastewaters must be treated before being discharged into the environment to prevent them from harming human health and the ecosystem.9 Due to the diversity of wastewater loads from domestic and industrial sources, even when meeting discharge standards, wastewater continues to have adverse effects on aquatic organisms. Therefore, it is essential to research to develop new methods and techniques that can enhance wastewater treatment performance.

In many countries, especially in less developed ones, water plants have been used for natural treatment for many years.10 It was stated in their study that water plants could remove nitrogen and phosphorus from wetlands, and they found that plant physiology, such as plant height and leaf shape, also plays a role in general nutrient removal in treatment systems.11 While the costs of classical treatment systems (remediation techniques) are considerably high, green remediation (phytoremediation) technology, which uses natural methods, provides significant advantages such as low energy requirements, low-cost installation, lack of chemical usage, and production of high-quality products.12 Commonly used in phytoremediation, hyperaccumulator plants consist of floating, submerged, and emergent plants. These plants can accumulate 50 to 500 times more metals in their leaf stems and stalks than in the soil13 and have 100-1000 times more organic matter in their above-ground organs than non-hyperaccumulator plants.14 The Ceratophyllum demersum, our study subject, belongs to emergent plants that entirely live in water and is observed in ponds, lakes, ditches, and quiet rivers with high nutrient levels. They obtain all the necessary nutrients from the surrounding water. Due to its ability to absorb high concentrations of elements such as phosphorus and nitrogen, it is one of the most important aquatic plants used in wastewater treatment.15 There are numerous studies on the use of C. demersum in wastewater treatment.15–20

The present study aimed to determine the treatment efficiency, growth performance, and protein values of the biomass obtained through the phytoremediation method using Ceratophyllum demersum with municipal leachate wastewater.

Materials and Methods

Culture Media and Wastewater treatment system setup

The study was conducted 2018 using Ceratophyllum demersum plants that were kept in an enriched medium with ½ Hoagland nutrient21 in the Aquatic Plants Cultivation Laboratory of Ege University Fisheries Faculty for 45 days. Healthy plants from the preliminary test were selected to form the experimental groups. These individuals were first subjected to a 3-4 minute bath using 1.5% sodium hypochlorite (NaClO) for sterilization and then rinsed with distilled water.

For the experimental groups, containers (15 cm height, 6 cm radius, and 2000 ml volume) were disinfected by immersing them in 1% NaClO for 3-5 minutes. Subsequently, Hoagland nutrient medium diluted with distilled water was added to prepare six experimental groups, containing 0% (control), 25%, 50%, 75%, 100% wastewater with C. demersum, and 100% wastewater without C. demersum for aquatic plant production in wastewater. The experiment was conducted in triplicate to produce C. demersum in wastewater (Table 1).

Table 1.Experimental groups and concentrations
Experimental Groups Experimental Concentrations
T1 100% wastewater + Ceratophylum demersum,
T2 75% wastewater + 25% distilled water+ Ceratophylum demersum,
T3 50% wastewater + 50% distilled water + Ceratophylum demersum,
T4 25% wastewater + 75% distilled water + Ceratophylum demersum,
T5 0% wastewater + 100% distilled water + Hoagland media + Ceratophylum demersum (Control)
T6 100% wastewater with no Ceratophylum demersum

The leachate waters used in the experiments were obtained from the solid waste storage facility of Izmir Metropolitan Municipality Cigli Solidwaste Storage Facility. Izmir is a major industrial city and the third largest city in Türkiye. The physicochemical properties of the solid waste leachate water are given in Table 2. The leachate water intended for the experiment was collected in large plastic containers and transported to the laboratory, where its chemical characteristics were measured.

Table 2.Physicochemical composition of leachate
Chemical structure Value
Ph 8.94
Electrical conductivity(ms/cm) 40.40
COD (mg/L) 1415
NH4+-N (mg/L) 474.2
NO2--N (mg/L) 6.49
NO3--N (mg/L) 33.68
PO4-3 -P(mg/L) 142.83

The T6 group (100% wastewater with no Ceratophyllum demersum was utilized as the experimental control for result comparison. T5 (100% Hoagland medium with C. demersum) was employed as a separate control group for biochemical characterization. The stock density of C. demersum in each container was adjusted to 2.5 g/500 mL.22 The test groups were shaken twice a day to ensure uniform nutrient distribution, while the Hoagland medium in the control group was refreshed by adding nutrient solution once a week. The experiment was conducted under a photoperiod of 16 hours of light and 8 hours of darkness.22,23 For illumination, daylight LED lamps were utilized, and the light intensity just above the experimental containers was measured as 216 µmol m^-2 s^-1 using a light meter. The ambient temperature of the samples taken for the culture was maintained at 25±1°C through central heating.

Analytical methods

The temperatures of the experimental groups were measured using a thermometer with a sensitivity of 0.1°C. The pH was measured using an Orion 420 A pH meter, while electrical conductivity (EC) was measured using a YSI 30 conductivity meter. Nutrients (nitrite-nitrogen, nitrate-nitrogen, ammonium-nitrogen, phosphate-phosphorus) were determined spectrophotometrically with the HACH DR 2000 spectrophotometer, following standard methods. Chemical oxygen demand was determined according to standard methods as well.

To determine the growth in the experimental groups, individuals of C. demersum were collected using a sieve, and the total biomass of each experimental group was measured using a balance. The growth rate of C. demersum was calculated using the standard methodology described in the study by.24

The productivity of different experimental setups was determined using the relative growth rate (RGR) through C. demersum density (g/m²). The formula for RGR includes variables as follows: RB, representing the percentage of biomass; N, representing the number of days in the period; and A, representing the surface area of the water.

The specific growth rate (SGR) was determined using the following formula: TB / (N * D * A), where TB is the total biomass harvested during the period, N is the number of days in the period, D is the average biomass density (g/m²), and A is the surface area of the water.

RGR=RB/NA,        SGR=TB/ND.A

The dry biomass and total protein values of the biomass were analyzed to determine the role of C. demersum in nutrient removal from wastewater and its biochemical efficiency. Following the AOAC 1990 (934.01) method, the Dry Matter Analysis was employed to conduct the analysis, and the subsequent formula was utilized for this purpose.

DM%=Dried sample weight (g)Sample weight included in the analysis (g)×100

Raw Protein Analysis was calculated using the formula outlined in the method (AOAC-976.05) (AOAC, 1990). In this formula, V0 represents the volume of HCl used in the blank test (ml); V1 represents the volume of HCl used in the sample titration (ml); c represents the concentration of HCl (mol/l); and m represents the sample weight (g).

Crude Protein=(V0V1)×c ×0.014×6.25m

Each experimental group’s biomass and protein yield (CP) were computed using the following formulas. In this context, B represents the percentage increase in biomass in the experimental groups, bf denotes the biomass at the end of the experiment, bi represents the biomass at the beginning of the experiment, C represents the percentage increase in protein level, Cf denotes the protein content at the end of the experiment, and Ci denotes the protein content at the beginning of the experiment.

 B(%)=(bfbibf)×100,         C(%)=(cfcicf)×100

CP(%)=BxC

Statistical analysis

The one-way analysis of variance (ANOVA) was applied to the experimental groups, and in the event of significant differences between the groups, Duncan’s post hoc test was employed. A significance level of 0.05 was adopted for this study, and the analysis was conducted using the IBM SPSS 25.0 statistical package.

Results

The efficiency of wastewater on biomass

The biomass yield of C. demersum ranged from 2,500 to 8,070 g fresh weight. All experimental setups obtained a total biomass yield of 59.18% to 68.89% compared to the initial level. The weight differences between experimental groups were statistically significant (p<0.05). Regarding the final weight, the groups were ranked as T5>T4>T3>T2>T1, and concerning total biomass, the groups were ranked as T5>T4>T3>T2>T1. The specific growth rate (SGR) was ranked as T1>T2>T5>T4≥T3, and the relative growth rate (RGR) was ranked as T5>T4>T3>T1>T2. As for crude protein content, the groups were ranked as T5>T4>T3>T2>T1 (Table 3).

Table 3.C. demersum growth in different wastewaters (mean ± SD, n = 3)
Treatment Initial Weight Final Weight Total Biomass SGRA (g/gd) Total Biomass % RGRB(g/m3d) Crude Protein (%)
T1 2.503±0.015a 6.347±0.371b 0.085±0.011b 0.037±0.002a 59.178±2.384b 103.199±5.721c 14.207±5.236b
T2 2.500±0.010a 6.587±0.402b 0.091±0.009b 0.036±0.001a 61.947±2.386b 105.635±4.100c 17.747±6.314a
T3 2.517±0.031a 7.633±0.929bc 0.113±0.021ab 0.033±0.002d 66.702±4.057ab 114.020±6.730b 19.306±5.170a
T4 2.510±0.017a 7.830±0.759c 0.118±0.759a 0.033±0.001d 67.763±2.806a 116.027±5.195a 21.382±1.746a
T5C 2.503±0.006a 8.070±0.530c 0.124±0.012a 0.034±0.001c 68,887±2.113c 117.751±7.643a 22.283±2.150a

The efficiency of C. demersum in wastewater nutrient removal

The present study investigated the potential of C. demersum to remove organic and inorganic substances from wastewater. The pH and NH4±N, NO2–N, NO3–N and o-PO4-3 concentrations. Were determined. Based on the results, the pH values of the different experimental groups ranged from 7.79 to 8.94. The NH4±N concentrations varied between 18.03 and 476.2 mg/L; a notable removal rate of 84.86% was observed in the T4 group. Regarding NO2–N concentrations, they were measured between 1.49 and 7.06 mg/L. The range for NO3–N concentrations was 5.0 to 33.98 mg/L, while for PO4-3, the concentrations ranged from 27.99 to 145.4 mg/L (Table 4).

Table 4.Physico-chemical characteristics of domestic wastewater before and after phytoremediation with “Ceratophyllum demersum L.”
Parameters T1 T2 T3 T4 T6
pH
Initial
Final

8.94
8.23

8.84
8.32

8.72
8.00

8.66
7.79

8.94
8.56
EC (ms/cm)
Initial
Final

40.4
25.8

38.4
30.15

34.55
19.62

20.25
17.83

40.4
26.84
NH4+-N (mg L-1)
Initial
Final
Removal (%)

476.2
216.3
54.57

357.5
115.9
67.58

238.1
55.4
77.73

119.5
18.03
84.86

476.2
326.1
31.52
NO2--N (mg L-1)
Initial
Final
Removal (%)

7.06
6.58
6.80

5.30
4.90
7.55

3.53
3.21
9.07

1.77
1.49
15.82

7.06
6.26
11.33
NO3--N (mg L-1)
Initial
Final Removal (%)

33.98
22.31
34.34

25.49
12.27
51.86

16.99
8.20
51.74

8.5
5.0
41.18

33.68
28.87
14.28
PO4-3 -P (mg L-1)
Initial
Final
Removal (%)

145.4
115.43
20.61

109.05
90.09
17.39

72.7
55.38
23.82

36.35
27.99
22.99

145.4
130.03
10.57

The removal percentage values of nutrients eliminated from solid waste leachate through the trial established with the C. demersum plant are given in Figure 1, followed by a graphic abstract in Figure 2 of the procedures.

Figure 1
Figure 1.Removal percentile values of the nutrients
Figure 2
Figure 2.Graphical abstract

Discussion

The present study determined biomass values ranging from 59.178% to 68.887% and protein values ranging from 14.20% to 22.28% for different dilution ratios. Relative growth values in five different dilution groups were between 103.19±5.72 and 117.75±7.64, and the SGR values ranged from 0.037±0.002 to 0.034±0.001. Aquatic plants with high growth rate and biomass accumulation possess advantages for water treatment due to their ability to live in water and efficiently absorb pollutants from the water.25 However, production biomass in leachate water can be limited and lead to partial plant losses.26 It has been reported that, under 400 µmol/(m²s) Ammonium (NH₄⁺-N) stress, C. demersum limited its growth, however it showed increased biomass compared to the control when the stress was relieved (an increase from 1.5 g to 2 g in 14 days after stress relief).26 Patel and Kanungo16 a biomass increase of 1.58 g m⁻² day⁻¹ in treating domestic wastewater with C. demersum. Another study with leachate water and Lemna minor reported similar properties, a biomass increase ranging from 43.20% to 60%, with the highest increase in the 50% dilution group.27

In this study, the protein yield (CP prot) in the experimental groups at the end of the 45-day study was as follows: T1 = 20.90%, T2 = 36.68 %, T3 = 41.78%, T4 = 47.43% and T5c = 49.56%. Al-Nabhan and Abbawy [20], in their study conducted for 21 days with 1:1 and 1:3- dilutions, reported protein values of 20.68%±0.25, 25.70%±0.06, and 30.37%±0.05, proving its effectiveness in improving wastewater quality in the facility. Therefore, the researchers emphasized that it is an important candidate for phytoremediation.

The highest protein and biomass values were determined in the T4 group following the Hoagland medium treatment. The Initial protein was 11,24. In terms of protein content, the groups are ranked as follows: T5 > T4 > T3 > T2 > T1 (Table 3).

The present study measured the wastewater’s electrical conductivity (EC) value as 40.40 ms/cm, which decreased to 17.83 ms/cm after treatment with the C. demersum plant. In a study by Patel and Kanungo,16 they reported the electrical conductivity (EC) value as 926.50 μ mhos/cm before phytoremediation with C. demersum, and this value decreased to 529.20 μ mhos/cm for domestic wastewater after treatment. Similar to our findings, a decrease in EC value was observed after wastewater treatment. Electrical conductivity is an essential parameter for assessing the quality of drinking and irrigation waters related to the concentration of charged particles in the water.18

The NH4±N value in our study decreased from 476.2 mg/L to 18.03 mg/L. Foroughi17 reported that the NH4±N concentration in wastewater decreased from 60 mg/L to 13.33 mg/L within approximately six days, and Foroughi et al.15 found a reduction in NH4±N concentration from 135 mg/L to 29.16 mg/L. All these studies observed a decrease in NH4±N concentration after treatment. Tracy et al.28 stated that C. demersum is a nitrophilic plant capable of tolerating high nitrogen concentrations and significantly removing nitrogen in the water column.

The NO2−-N concentration decreased from 7.06 mg/L to 1.49 mg/L. Patel and Kanungo16 decreased NO2−-N concentration from 0.376 mg/L to 0.196 mg/L, representing a 47.27% reduction after a seven-day trial using the same species. Tekoğul27 found that Lemna minor reduced the NO2−-N concentration from 1.62 mg/L to 1.39 mg/L. Similar NO2−-N concentration decreases were observed in all studies after treatment.

The NO3−-N concentration decreased from 33.98 mg/L to 5 mg/L. Patel and Kanungo16 decreased NO3−-N concentration from 52.05 mg/L to 27.45 mg/L, representing a 47.27% reduction after treatment. Foroughi17 observed a decrease in NO3−-N concentration from 90 mg/L to 26.66 mg/L in 18 days, and Foroughi et al.15 found a decrease in NO3−-N concentration from 60 mg/L to 27.5 mg/L. A NO3−-N concentration decrease was observed after treatment in the present study and all other studies.

The PO4-3-P concentration decreased from 145.4 mg/L to 27.99 mg/L in our study. Patel and Kanungo16 found a substantial reduction in phosphate, lowering the concentration from 18.47-59.73 mg/L to 1.47-3.40 mg/L through oxidation. Kulasekaran et al.19 observed phosphate concentrations of 15.6-22.8 mg/L in raw sewage and 0.3-1.4 mg/L in treated sewage. Phosphate concentration significantly decreased with treatment. Phosphate is an essential factor causing eutrophication29 and is a significant indicator of water pollution.30 Therefore, C. demersum is an important phytomediator for removing all nutrients, including PO4-3-P, from solid waste leachate. Several studies31–34 have demonstrated that significant amounts of dissolved organic matter, including soluble nutrients, are continuously released by aquatic vascular plants.

Freshwater constitutes 2.5% of the total water in the world and the need for freshwater is increasing every year in parallel with the rapid increase in the world population. For this reason, the sustainable use of our water resources has become more important in recent years and studies are carried out in many different methods. It is known that these studies, in which biochemical mixtures and products are used, both increase the cost and may adversely affect human health in the future. For this reason, natural treatment studies with aquatic plants such as C. demersum have become even more important in recent years as they eliminate all these negativities.

The present study has conclusively demonstrated the significant role of the aquatic plant C. demersum in enhancing environmental conditions through the absorption of elements in polluted environments. Accordingly, this aquatic plant holds promise as a valuable phytoremediator. Compared to terrestrial plants, macrophytes in aquatic ecosystems are renowned for their accelerated growth and higher biomass production, as well as their greater capacity for retaining pollutants and providing enhanced purification effects owing to their direct interaction with contaminated water. These inherent characteristics render them particularly well-suited for wastewater treatment, as corroborated by the results of the present study.


Author’s Contribution per CRediT

Conceptualization: Hatice Tekoğul (Lead). Methodology: Hatice Tekoğul (Lead). Formal Analysis: Hatice Tekoğul (Lead). Investigation: Hatice Tekoğul (Lead). Writing – original draft: Hatice Tekoğul (Lead). Writing – review & editing: Hatice Tekoğul (Lead). Funding acquisition: Hatice Tekoğul (Lead). Resources: Hatice Tekoğul (Lead).