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Effluents quaity of  woolen industrial units and efficiency of waste water treatment plant at  Jorbir, Bikaner, Rajasthan (India)

Rajendra Singh1 Yogita yadav2  

1Department of Chemistry , Ganpati Institute of Science Technology and Management, Jaipur,Rajasthan , India2 2Department of Chemistry, Banasthali University, Banasthali , Rajasthan, India

DOI : http://dx.doi.org/10.13005/ojc/300106

Article Publishing History
Article Received on : December 05, 2013
Article Accepted on : February 01, 2014
Article Published : 06 Feb 2014
Article Metrics
ABSTRACT:

Bikaner is one of the largest woolen scouring processing and industrial hub of the Asia. There are large no. Of woolen scouring and  dying units in this city. However there are certain rules and regulations regarding the effluents expulsion and pollution control standards provided by national and international laws. The present work is an attempt for assessment of  effluent and pollution parameters followed by woolen units as well as the efficiency of city waste water treatment plant. However subject is significantly related with public health , but the result s shows a poor performance  and unawareness of  state government.

KEYWORDS:

Effluents; scouring; dying; efficiency; TDS; EC; chlorides; fluorides; nitrates; total hardness. BOD; TS; TSS; physiochemical parameters; drinking water quality etc. CPCB=Centralpollution control board india,

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Singh R, yadav Y, .Effluents Quaity of Woolen Industrial Units and Efficiency of Wastewater Treatment Plant at Jorbir, Bikaner, Rajasthan (India). Orient J Chem 2014;30(1)


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Singh R, yadav Y, .Effluents Quaity of Woolen Industrial Units and Efficiency of Wastewater Treatment Plant at Jorbir, Bikaner, Rajasthan (India). Orient J Chem 2014;30(1). Available from: http://www.orientjchem.org/?p=2033


Introduction

The woolen industry of Bikaner is known to be one of the oldest and most revenue generating economic activity. The woolen industrial market “mandi” of Bikaner which is the exclusive one in the entire Asia region in terms of size has made the place a famous carpet-weaving destination of Rajasthan. With this regard a separated carpet and textile industry zone is under establishment in Bikaner in RIICO karni industrial area, Bikaner.

Today, indicating economic self-sufficiency and employment scopes, the Bikaner Industries continue to grow beyond leaps and bounds. The fibers used in the woolen/carpet industry may be broadly classified into four groups: cotton, wool, regenerated and synthetics. The characteristic of the waste from the mill depends on the type of fiber and chemicals, dying used as different type of fibers and chemical go through being sent out of the mill. The pollutants are the waste water includes the natural impurities in the fibers used, and the processing chemicals The entire liquid waste from the Carpet and Wool Dying industry comes from the following operation of slashing (or sizing), scouring and desizing, bleaching, mercerizing, dying, and finishing. Enzymes are usually used in India to hydrolyze the starch; acids may also be used for this purpose. Caustic soda, soda ash, detergents etc re used in scouring in Kier boilers. Replacement of soap used in scouring by low BOD detergents may reduce BOD load by 35%. About 50% of the total pollution load of the mill is contributed by this section. Bleaching operations use oxidizing chemicals like peroxides and hypochlorite to remove natural coloring materials. This section contributes about 10% of the total pollution load. Mercerizing consists of passing the cloth/wool through 20% caustic soda solution. The process improves the strength, elasticity, luster and dye affinity. Waste from this section is recycled after sodium hydroxide recovery. Negligible waste which may come out of this section contributes little BOD but a high degree of alkalinity. Dying may be done in various ways, using different types of dyes and auxiliary chemicals. Classes of dye used include vat dyes, developing dyes, naphthol dyes, sulfur dyes, basic dyes, direct dyes etc. Some years ago, Govt. of india had handed over its responsibilities of implementation and monitoring of industrial effluent standards to the central pollution control board and related state pollution control board, whose prime aim is to promote the industries, not to penalize them for the cause of environmental pollution. However, this implementation and monitoring of standards given to cpcb  has no longer effectives. In Bikaner, all most all water resources have turned to ecologically dead due to indiscriminate discharge of sewerage and other industrial effluents thought its stretch passing across the city. Moreover, the large fraction of number of industrial set up has been set up in Bikaner city. Among them, more than 40 percent of the industries are of water polluting nature and hence the overall industrial pollution in the Bikaner is even very high and more serious. . Most of these establishments are in the near by or attached public residential area. To address the pollution from the dying industries and domestic sewerage, five years back, a biological treatment plant has been constructed at Jorbir areain Bikaner, it has been said that this treatment plant is also not functioning well and expected results has not been achieved. So to address the issues of woolen industrial; pollution, Efficiency of treatment plant and compliance monitoring of some selected 10 wool Dying industries were aimed from this study.

TABLE 1.0 Water polluting Industries in Bikaner city-

Locations Total industries  (2010) Industries in Bikaner city % of total Industry in city
Total industries 4271 2174 50.9
Water polluting industries 1714 1241 72.4
Woolen industries 068(recognized) 052(Non recognized)
Ref.Source: State pollution controll board, dept. of industries Raj . Govt.2011-12

 

Experimental

Ten major woolen industries situated in different Industrial areas of Bikaner City were selected for the study purpose. Besides of these woolen industries the city waste water treatment plant was also selected and studied with

respect to analyse its treatment efficiency. Samples were duly collected and analysed with reference to using standard methods and tested against eight parameters in high quality laboratory during the period of Aug-2011 to JAN-2012. All the reagents were used of AR grade and glassware used of standard quality.

 FIG.2.1   SCHEMATIC DIAGRAM OF THE WASTE STABLISATION POND STP BIKANER

FIG.2.1   SCHEMATIC DIAGRAM OF THE WASTE STABLISATION POND STP BIKANER



Click here to View Figure

 

 

 

 

 

 

 

 

TABLE NO -2.0  List of Industries selected for compliance Study of Industrial Effluent Standards

SAMPLE NO. Name of Industry Established  No. of employee Current Production Contact person and details Consentstatus
1 ARIHANT WOOL TEX[P] LTD 1992 45 25 tons/month Mr. Birendra Joshi ,manager VALID
2 ARORA TEXTILES NA 10 10 ton /month Mr. Madan Sharma, Supervisor , VALID
SAMPLE NO. Name of Industry Established  No. of employee Current Production Contact person and details Consentstatus
3 BHAWANI WOOLTEXF NA 10-12 10 to 30 tons /month Mr. Suman Das Rajbhandari, Incharge VALID
4 CHANDAK CARPETS 1999 15 6 to 10 tons/month Mr.Manoj Dhungana , NOT APPLIED
5 D.K. WOOLEN INDUSTRIES [P] LTD NA 15 8 to 10 tons/month Mohan KC, VALID
6 DAULAT BIO FIBRE    NA 16 12 tons/month Mr.Deepak PENDING
7 INDIAN WOOLEN AND TEXTILE NA 18 15 tons/month Mr. Raj Kumar YadavTel: …….. PENDING
8 SHAKTI SCOURING& MILLING MILL 1986 6 2 tons/month Mr. Chandra Kant Chaudhary APPLIED
9 SONA WOOLEN TEXTILE NA 5 1 ton/month Mr. Om Prakash Gupta, Dye Master , APPLIED
10 SURANA WOOLEN TEXTILE 1991 8 8 to 12  tons/month Mr. Laxmi Gupta, Dye Master , VALID
Note: The raw wool were brought from Rajasthan,Tibet and Netherlands, Newziland, Australia.The chemicals basically Acetic Acid, LYOZEN SMK, Yellow 2GLN, Metal Complex and several dying  etc has been used for dying.NA : Not Available  

 

Results and discussion

Tableno-3.0  Monitoring Result of Ten Wool Dying Industries effluent Load 

Parameters Units S1 S2 S3 S4 S5 S6 S7 S8 S9 S10                      Govt Standard
Suspended Solids mg/L 66 52 258 310 6 38 68 48 348 9 100
Biochemical Oxygen Demand (5 days at 200 C) mg/L 150 150 200 610 550 625 150 300 1750 40 100
Oil and grease mg/L 102.8 65.80 107.8 38.8 60.80 74.80 66.80 22.40 190.6 19.80            10.00
COD mg/L 300 375 425 1500 850 1000 212.5 400 2000 110 250
Total Chromium (as Cr) mg/L 0.10 0.29 0.12 0.96 0.03 0.05 0.07 0.13 0.02 0.04 2.0
Parameters Units S1 S2 S3 S4 S5 S6 S7 S8 S9 S10                      Govt Standard
Sulphide (as S), mg/L 12 10 6 26 10 12 14 12 18 16                   2.0
Phenolic compounds (as C6 h5 OH) mg/L ND (<0.5) ND (<0.5) ND (<0.5) ND (<0.5) ND (<0.5) ND (<0.5) ND (<0.5) ND (<0.5) ND (<0.5) ND (<0.5)      5 5.0
pH Value 7.2 7.56 6.66 11.17 4.61 4.47 3.71 6.75 4.45 7.05 5.5-9.0

 

TABLE NO-4.0 THE CHARACHTERSTICS OF A TYPICAL WOOLEN INDUSTRIAL EFFLUENT  

PH 9.8-11.8
Toal Alkalinity 17.35mg/l asCaCo3
BOD 760 mg/l
COD 1418mg/l
Total solid 6170mg/l
Total Chromium 12.5mg/l
Ref. CPCB.Newdelhi, Govt. of India,2010

 

TABLE NO- 5.0 GOVT. POLUTION STANDARDS FOR WOOLEN INDUSTRIAL EFFLUENT :

Characteristics Tolerance Limit
Suspended Solids, mg/L 100
Biochemical Oxygen Demand (5 days at 200 C), mg/L 100
Oil and grease, mg/L 10
Chemical Oxygen Demand, mg/L 250
Total Chromium (as Cr), mg/L 2
Sulphide (as S), mg/L 2

 

TABLE-6.0- EFFICIENY ANALYSIS OF THE JORBEER SEWARAGE TREATMENT PLANT.

PARAMETERS INFLOW03JAN,212.TIME-01.00 PMmg/l OUTFLOW05 JAN,2012.TIME 6.00 PMmg/l Standard(Part III: effluent standard from common treatment plants)mg/l REMARK
Total Suspended solids, mg/L, Max 928 544 50 Not efficient
pH 9.5 9.3 5.5-9.0 No problem
Temperature (oC) 18 15 <40 oC No problem
Biochemical oxygen demand (BOD) for 5 days at 20 degree C, mg/L, Max 1150 440 50 Not efficient
Oils and grease, mg/L, Max 27.2 15.8 10 Not efficient
Phenolic Compounds, mg/L, Max ND (<0.5) ND (<0.5) 1 No problem
Sulphides (as S), mg/L, Max 12 8.2 2 Not efficient
Total Residual chlorine, mg/L 5.2 4.9 1 Not efficient
Fluorides (as F), mg/L, Max 0.42 ND (<0.05) 2 No problem
Arsenic (as As), mg/L, Max 0.008 0.016 0.20 No problem
Cadmium (as, Cd), mg/L, Max ND (<0.003) ND (<0.003) 2 No problem
Hexavalent chromium (as Cr), mg/L, Max ND (<0.05) ND (<0.05) 0.10 No problem
Copper (as Cu), mg/L, Max 0.063 0.029 3 No problem
Lead (as Pb), mg/L, Max 0.018 0.038 0.1 No problem
Mercury (as Hg), mg/L, Max 0.004 0.004 0.01 No problem
Nickel (as Ni), mg/L, Max ND (<0.05) ND (<0.05) 3 No problem
Selenium (as Se), mg/L, Max ND (<0.05) ND (<0.05) 0.05 No problem
Zinc (as Zn), mg/L, Max 0.52 0.20 5 No Problem
Ammonical nitrogen, mg/L, Max 133.1 85.95 50 Not efficient
Chemical Oxygen Demand, mg/L, Max 2625 940 250 Not efficient
Total dissolved solids(TDS), mg/L 3540 2520 100 Not efficient

 

Effluent analysis of ten selected woolen units was found to be of very high degree of pollutants containing  and violating the standard parameters TDS was found to be of range 38-348 mg/l. Three samples S3, S4, S9 were found to be of high value TDS.258, 310, 348 respectively. BOD for all the ten samples was found to be above the standard limits S9 was found to be of very high BOD value -1750mg/l.Simillarly the oil and grease containts were found above the standards limits ranges from 19.80-200mg/l. S1 and S9 were at highest value-102.8 and 190.6 ml respectively. COD  value was very high than the standard limits ranges 110-2000mg/l. S4, S6, S9 were found with avery large COD 1500,1000,2000 mg/l respectively. Sulphides were found  at high level than the standards ranges from06-18mg/l. sample -4 was found to be of the very high pH-11.17.

Sample analysed for Jorbir treatment plant found to be with a high degree of pollutants and above from the standard parameters with high value of TDS , BOD, COD , oil contants & pH . The inflow waste water sample  was found to be of cointaing a large amount of heavy metals Pb-

Conclusion

62.6mg/l, As-16.02mg/l, Cd-34.08mg/l, Cr-15.56mg/l, Hg-12.33mg/l, Zn-15.23mg/l,. Cu-9.3mg/l.Ni-8.87mg/l.

As there is no removal treatment methodology is adopted in this treatment plant, the outflow treated water samples were found almost with the similar high potent value of the heavy metals contain. BOD , COD , TDS  OIL contains for outflow treated water was also found to be of above the standard permissible limits.

Results shows that the waste water contains a high degree of the pollutants and the heavy metal. Regarding the treatment efficiency the

outflow treated water shows almost same results for heavy metals and other parameters, which are above the standard permissible limits. Regarding the heavy metals lead level was found to be of highest 61.09mg/l. Simillarly other metalas As, Cd, Hg, Cu, Ni, Zn, Cr were found at 15.09, 34.66, 11.55, 8.23,8.37,14.75,14.9 mg/l respectively.

The pollution load along with its stretch is very high. Among various sources of pollution, wool dying and processing industries are one of the major sources.

Industrial effluents found to be fully loaded with hazardous pollutants including several heavy metals. None of the industries are following the rules & regulations regarding to preventing the pollution and heavy metal exposure to human population even to its own employees.  There is also lack of awareness regarding the human health and the adverse effects in most of the industries. Woolen industries are found to be contributing a more regarding to the pollutant effluents as they expel a much of the effluent load.

There is not any perfect effluent drainage system for the industrial effluents in any industrial area surveyed. However much of the effluent lo is drain in to a waste water treatment plant situated in outer part of the city the Jorbir area. Effluents in this treatment plant were analyzed through highly précised techniques and found to be loaded with hazardous pollutants including hazardous heavy metals. Efficiency of the treatment plant found to be very poor as there is lack of management in the administrative system as well as there is not any system regarding to removal of hazardous heavy metals from the effluents.

Treated and untreated mixed effluent water is being used for the cultivation of vegetables on very large scale in the adjoining area of the treatment plant. Regarding to this vegetables are found to be congaing a hazardous amount of the heavy metals, which are largely consumed by the subpopulation and area contributing very serious present and delayed adverse health effects in the subpopulation .

The Jorbir treatment plant which has    been constructed at the huge cost (544 lac. INR) to prevent the discharging of solid and untreated waste to free land is primary failed due to mismanagement and negligence towards duty, existing as a demo figure only.

The treatment plant is not efficient to treat the incoming waste as per its design parameters as shown from the efficiency testing results. Plant has been found inefficient to treat parameters like TSS, BOD, COD, Oil and Grease, Ammonical Nitrogen etc as per the prescribed government standard for these most polluting parameters. However, plant is efficient to treat only up to 40-50percent  the standard level.

All the ten (100%) Wool Dying and Processing Industries are failed to fully comply with the Government standard specified for this group of industry. All industries are discharging their effluent containing lower value Cr and Phenolic compound than standard. However, majority of the industries (80%) are discharging their effluent containing very high value of BOD (Max 625 mg/L) Oil & Grease (Max 190 mg/L), COD (Max 1500 mg/L) and Sulphide (Max 26 mg/L) than that of standard. Forty percent ( 4 out of 10;S5,S6,S7,S9) of the industries releasing very acidic effluent where as only ten per cent (I out of 10; S4) industries discharging very strong alkaline effluent. Rest fifty percent industries comply with the pH standards value. This concludes the heavy pollution to environment and contributing toward least efficiency of common waste water treatment plant.

Recommendations

Regular monitoring of wool industrial  Pollution is necessary to take proper action against polluters and implement protective measures.

Pollution controlling mechanism is almost paralysed, Government should take immediate and serious steps to improve the reliability and responsibility of SPCB and CPCB to ensure of pollution controlling measures and regulations with loyalty as it‘s its moral duty to provide healthy environment  and hygiene to citizens.

All the industries establishment should have their own treatment plants and should not allowed discharging effluent stronger than the prescribed standards.

The efficiency of the treatment plant need to be improved and the diversion provision of untreated waste water need to be completely closed from directly discharging to free land..

A  mechanism of paying of the operation cost of the treatment plants by individual industries owners and households need to be rearranged and regulated to sustain the operation of treatment plant with improved efficiency.

This kind of monitoring program need to be expanded in other part of the Bikaner city in collaboration of concerned government agencies and NGO’s with competent subject experts as well as promotion of research in this field and establishment of specialized hi-tech laboratory at district  headquarter level.

There should be an active public participation in compliance of environmental pollution laws regarding making penalties and regular monitoring involving competent and empowered public representatives.

 PLATE-01-Huge view of jorbir wastewater treatment plant at Bikaner Rajasthan, India PLATE-01-Huge view of jorbir wastewater treatment plant at Bikaner Rajasthan, India 

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PLATE-02-Out flow pond of jorbir wastewater treatment plant at Bikaner Rajasthan, India PLATE-02-Out flow pond of jorbir wastewater treatment plant at Bikaner Rajasthan, India

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