Bioremediation of Nitrate Reduction Present in Leather Industries Effluent by using Marine Algae
S. Sharmila*, E. Kowsalya, R. Kamalambigeswari, S. Poorni, L. Jeyanthi Rebecca
*Corresponding Author E-mail: sharu312@gmail.com
ABSTRACT:
Nitrogen occurs naturally under oxidation of nitric anhydride, N2O5 and nitrates, NO3- and also from ammonia, and ammonium ions, NH4+. Because of increase in human activities environmental nitrate concentrations also increased which leads to introduction of large quantities of nitrates into ground and surface waters. Agriculture is the major source of nitrate pollution because of using of nitrogen-containing fertilizers, concentrated livestock and poultry farming. Nitrates are also released from the industrial production of glass, explosives, as well as from various chemical production and separation processes. Highest reduction in nitrate content was found in benzene extract of U.lactuca 91% and very minimal reduction of 12 % was found in aqueous extract of E.intestinalis. Among all, the extracts of Ulva lactuca, Enteromorpha flexuosa fell under Category A (Good reduction), and benzene was found to be the best solvent system. Maximum reduction by powdered algae was found in C.antenina collected from Covelong and Puduchery (375 mg/l).
KEYWORDS: nitrate, reduction, bioremediation, leather effluent, seaweed.
INTRODUCTION:
Once these are ingested, their conversion takes place immediately by oral bacteria in the saliva of people of all age groups, but in particular in the gastrointestinal tract of infants. Nitrites are then absorbed into the blood, may convert hemoglobin into methenoglobin1.The concentration of nitrogen in drinking water is usually less than 10 mg/l, in the absence of bacterial contamination. In areas where nitrate contamination is higher, steps must be taken to lower it to avoid nitrate induced methemoglobinemia in infants. Ten mg/l of nitric nitrogen has been accepted by the U.S. Environmental Protection Agency as standard level in the Primary Drinking Water Regulations, mainly to protect young infants. They are able to convert approximately 10% of ingested nitrate to nitrite, compared to the 5% conversion in older children and adults. High nitrate-nitrogen concentration levels in drinking water can cause an illness, called “Blue-Baby”, in small children.
Nitrogen containing compounds released into environment can create serious problems, such as deterioration of water quality and is a potential hazard to human health. Furthermore, nitrate and nitrite have the potential to form nitrous compounds, which are potent carcinogens2. Technologies currently adopted for the removal of nitrates comprises of; biological denitrification, reverse osmosis, ion exchange and electrochemical method.
Ion exchange and biological denitrification are the most frequently chosen technologies when nitrate removal is the only concern3. Conversely, the use of ion-exchange resins, as well as the recourse to reverse osmosis and electrodialysis, require frequent regeneration and lead to the production of secondary solutions. It is known that different factors such as the electrolyte, current density, pH and temperature of the electrolytic medium may affect the products and efficiency of electrochemical nitrate reduction4. These occur from the accumulation and concentration of undestroyed nitrates, and are of higher salinity, which requires them to be then disposed off. In addition, both the ion exchange resins and the reverse-osmosis membranes have high initial and operational costs.
Other more recent technologies for the reduction of nitrate include chemical, catalytic denitrification5 electrolytic denitrification and electrodeionization6 but all are still under development. Bioremediation is one of the most economic and eco-friendly technique which have been used in recent years. Bioremediation of congo red dye removal was studied by Kowsalya et al7. Debi Prasad Patnaik et al have studied about phytoremediation of heavy metals8.
MATERIALS AND METHODS:
Collection of Seaweed:
Marine algal species such as Centerocerasclavulatum, Enteromorpha flexuosa, Grateloupialithophila, Enteromorpha intestinalis, Ulva lactuca., and Chaetomorphaantennina were collected from Covelong, Chennai. Samples of Sargassum sp., Amphiroa sp., Ulva sp., and Hypnea sp. were collected from Kanyakumari whereas Chaetomorphaantennina from Puducherry. They were identified by Dr. M. Baluswamy, Professor and Head, Department of Plant biology and Plant Biotechnology, Madras Christian College, Tambaram, Chennai. The collected samples were thoroughly washed and were dried under sun light. Then the dried seaweeds were powdered and stored.
Preparation of Algal Extracts:
Estimated amount of powdered samples were soaked in 50 ml of non polar solvents such as benzene and chloroform for two days to extract the phytochemical constituents completely. They were also soaked in 50ml of polar solvents such as methanol, ethanol and water for 24 hrs and were extracted. Table.1 shows the various extracts of seaweed and their abbreviations used in this study for convenience. Table. 2 shows the raw seaweed powder which was used as an adsorbent and their abbreviations.
Table.1 Seaweed extracts using in this study
|
S. No |
Name of Seaweed |
Collection Place |
Water |
Chloroform |
Benzene |
Methanol |
Ethanol |
|
1 |
Enteromorpha intestinalis |
Covelong |
EIWC |
EICC |
EIBC |
EIMC |
EIEC |
|
2 |
Ulva sp. |
Kanyakumari |
UWK |
UCK |
UBK |
UMK |
UEK |
|
3 |
Hypnea sp. |
Kanyakumari |
HWK |
HCK |
HBK |
HMK |
HEK |
|
4 |
Grateloupialithophila |
Covelong |
GLWC |
GLCC |
GLBC |
GLMC |
GLEC |
|
5 |
Sargassum sp. |
Kanyakumari |
SWK |
SCK |
SBK |
SMK |
SEK |
|
6 |
Chaetomorphaantennina |
Puducherry |
CAWP |
CACP |
CABP |
CAMP |
CAEP |
|
7 |
Centerocerusclavulatum |
Covelong |
CCWC |
CCCC |
CCBC |
CCMC |
CCEC |
|
8 |
Ulva lactuca |
Covelong |
ULWC |
ULCC |
ULBC |
ULMC |
ULEC |
|
9 |
Enteromorpha flexuosa |
Covelong |
EFWC |
EFCC |
EFBC |
EFMC |
EFEC |
|
10 |
Chaetomorphaattenina |
Covelong |
CAWC |
CACC |
CABC |
CAMC |
CAEC |
|
11 |
Amphiroa sp. |
Kanyakumari |
AWK |
ACK |
ABK |
AMK |
AEK |
Table. 2 Raw algal powder
|
S. No |
Name of sample |
Place |
Abbreviation |
|
1 |
Enteromorpha intestinalis |
Covelong |
EIC |
|
2 |
Ulva sp. |
Kanyakumari |
UK |
|
3 |
Hypnea sp. |
Kanyakumari |
HK |
|
4 |
Grateloupialithophila |
Covelong |
GLC |
|
5 |
Sargassum sp. |
Kanyakumari |
SK |
|
6 |
Chaetomorphaantennina |
Pondicherry |
CAP |
|
7 |
Centerocerusclavulatum |
Covelong |
CCC |
|
8 |
Ulva lactuca |
Covelong |
ULC |
|
9 |
Enteromorpha flexuosa |
Covelong |
EFC |
|
10 |
Chaetomorphaattenina |
Covelong |
CAC |
|
11 |
Amphiroa sp. |
Kanyakumari |
AK |
Fig.1 Effluent collection site
Collection of Effluent:
Leather industry effluent was collected from the canal which was connected to the Peria Eri located at Nagalkeni village (Fig.1), Pallavaram, Chennai, Tamil Nadu, India and was preserved in a refrigerator to avoid further microbial contamination.
Phytochemical Analysis:
Phytochemical constituents of algal extracts were analysed qualitatively by standard procedure.
Estimation of nitrate concentration:
Nitrate concentration was analysed by standard procedure9.
RESULTS AND DISCUSSION:
Nitrate contamination of water resources has become an increasing problem globally due to the extensive use of nitrogen fertilizers and improper treatment of waste water from industrial sites10. Within the human body, nitrates may be reduced to nitrites that combine with haemoglobin to form methaemoglobin, which can be fatal to neonates11. Because of its health risks, several methods that serve to reduce nitrate in drinking water have been presented12-14. Conventional nitrate removal technologies include ion-exchange and reverse osmosis (RO). These processes15 cannot transfer nitrate into harmless compounds but only concentrate nitrate from water to high salinity waste stream that has very limited disposal options requiring further treatment. Recently, researchers have focused16-22 on the electrochemical reduction of nitrate with different cathodes due to its high treatment efficiency, the small area occupied by the plant and relatively low investment costs. But the nitrate reduction rate slightly decreased with increasing NaCl concentration. Biological denitrification is a mature technology in wastewater treatment commonly used for the removal of nitrate from wastewater. However, it is an emerging technology for water treatment and without the addition of a carbon source, biological denitrification is difficult23,24 and the problem of contamination by dead bacteria has to be solved to make such processes safe enough to utilize in drinking water treatment25. Seaweeds were used as adsorbent and was used for treating textile industries effluent26.In this work, all these disadvantages were overcome by using algal extracts for reducing nitrate content in the effluent. Untreated sample showed nitrate concentration of 540 mg/l. But the allowable limit of nitrate in the effluent by The National Environment standard is 10 mg/l.
The basic parameters of treated effluent were analysed after treatment and the results were categorized as A, B and C (Table.3) based on their percentage efficiency in the remediation of the effluent. The phytochemical constituents of all the extracts were also analysed to correlate with the results obtained from the effluent treatment with marine algae.
Phytochemical results revealed that the terpenoids were absent only in EIEC, UEK, SEK, GLEC, CCCC and CCWC. Phenol was found to be absent in the aqueous extracts such as CAWC, ULWC, AWK, UWK, CCWC, HWK, GLWC, SWK and also in methanolic extracts of Chaetomorpha sp., from Covelong and Amphoroa sp., from Kanyakumari. Since solubility of phenol is very less at room temperature. Aqueous extracts showed absence of carboxylic acid except in E.intestinalis collected from Covelong and in case of chloroform extracts it was found only in ULCC and CACP. Seven extracts of ethanol showed presence of carboxylic acid except EFEC, CCEC and AEK. All the aqueous extracts showed presence of amino acids and it was found to be absent in all benzene extracts except in EFBC and also absent in chloroform extract except in EFCC. Other extracts showed presence of amino acid except in ULEC, CACP, AEK, CAEC, HMK, SMK, CAMP, ULMC, EIMC, GLMC, and UMK. Phytochemical report showed that most of the extracts contained carbonyl compounds except in UEK, CAEP. HEK, AEK, CAEC, HMK, CAMP, CCMC, GLMC, UMK, CACP, CCCC, CACC, ACK, HWK, GLWC, EIWC. All the methanolic extracts showed presence of carbonyl compounds. In this study, carbonyl compounds were found to be the main constituent for the reduction of harmful compounds present in the effluent. (Data not shown here).
Table.3 Different Categories of Reduction
|
S. No |
Category |
Percentage Reduction |
Remark |
|
1 |
Category A |
75 % - 100 % |
Good |
|
2 |
Category B |
50 % - 75 % |
Medium |
|
3 |
Category C |
Below 50 % |
Poor |
This study showed that good reduction in nitrate was obtained by ULBC, ULCC, EIBC, EFBC, EIMC, GLMC, EFEC, CCMC, ULEC, EFMC, ULMC, CCCC, EFCC, ULWC, CCEC, CCBC, HMK, UMK, EFWC (Fig.2) and medium reduction (Category B) was obtained GLBC, CAEC, CAMC, EIEC, HEK, GLEC, CABP, SEK, AMK, SMK, CAWP, CABC, HBK, CCWC, UBK, SBK, ABK, GLCC and SCK (Fig.3).
Poor reduction was found in EICC, HCK, UCK, CAWC, AWK, GLWC, CAMP, CACP, HWK, SWK, CACC, ACK, UEK, UWK, AEK, and EIWC (Fig 4). Algal powder was not able to reduce much nitrate content present in the effluent (Table.4).
Table.4 Concentration of nitrate in the treated effluent by algal powder
|
Extract |
Nitrate content of Treated Effluent mg/l |
|
HK |
500 |
|
SK |
450 |
|
GLC |
540 |
|
UK |
480 |
|
AK |
400 |
|
CAC |
375 |
|
CAP |
375 |
|
EIC |
510 |
|
EFK |
500 |
Fig.2 Percentage Reduction in Nitrate concentration (Category A)
Fig.3 Percentage Reduction in Nitrate concentration (Category B)
Fig.4 Percentage Reduction in Nitrate concentration (Category C)
Presence of carbonyl compounds might be the reason once again in the reduction of nitrate compound combined with nitrogen reducing bacteria which might be present in soil. The energy reactions are27:
6 NO 3- + 2 CH3OHà 6 NO2- + 2 CO2 + 4 H2O …………………………….....(Step 1)
6 NO2- + 3 CH3OH à3 N2 + 3 CO2 + 3 H2O +6 OH- …………………………..(Step 2)
Overall, 6 NO3- + 5 CH3OH à5 CO2 + 3 N2 + 7 H2O + 6 OH- ………………...(Step 3)
In biological denitrification process, addition of carbon source was found to be difficult. In this work, carbonyl compounds may act as carbon source for reducing nitrate content, hence there is no need of adding additional carbon source to the effluent to reduce nitrate content.
CONCLUSION:
Degradation of harmful content present in effluent by biological method is an effective method and highly focused area in this era. Using of extracts of seaweed for treating waste water is an innovative technology. In future, these extracts may be used for treating other harmful contents present in Industrial as well as other waste waters which is polluting environment in higher level.
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Received on 20.02.2019 Modified on 13.03.2019
Accepted on 06.04.2019 © RJPT All right reserved
Research J. Pharm. and Tech. 2019; 12(7):3522-3526.
DOI: 10.5958/0974-360X.2019.00599.7