Engineering, Technology & Applied Science Research Vol. 8, No. 2, 2018, 2699-2703 2699 www.etasr.com Laghari et al.: Quality Analysis of Urea Plant Wastewater and its Impact on Surface Water Bodies Quality Analysis of Urea Plant Wastewater and its Impact on Surface Water Bodies Abdul Nasir Laghari Department of Chemical Engineering Quaid-e-Awam University of Engineering, Science & Technology Nawabshah, Pakistan mashaalnasirlaghari@gmail.com Zafar Ali Siyal Department of Energy and Environment Quaid-e-Awam University of Engineering, Science & Technology Nawabshah, Pakistan MohsinAli Soomro Department of Civil Engineering Quaid-e-Awam University of Engineering, Science & Technology Nawabshah, Pakistan Daddan Khan Bangwar Department of Civil Engineering Quaid-e-Awam University of Engineering, Science & Technology Nawabshah, Pakistan Abdul Jabbar Khokhar Department of Energy and Environment Quaid-e-Awam University of Engineering, Science & Technology Nawabshah, Pakistan Hira Lal Soni Department of Chemical Engineering Quaid-e-Awam University of Engineering, Science & Technology Nawabshah, Pakistan Abstract—This study was conducted on the canal water that flows besides an urea manufacturing facility. The study focused to evaluate the impact of facility’s effluents. The canal water quality is being affected drastically due to heavy load of pollutants discharged. Samples were collected by grab sampling method, from various locations. These samples were analyzed regarding physiochemical parameters, i.e. temperature, pH, TDS, TSS, BOD5, COD, heavy metals (Fe, Cu, Cr, Mn) and NH3 content. The canal water quality deteriorates after receiving a substantial load of effluents discharged from urea fertilizer plant. The results compared with WHO and NEQS, showed that the effluent samples had alkaline nature with a high level of ammonia and BOD5 and are not safe for aquatic life and environment. It is therefore recommended that discharge of untreated effluents should be stopped, or allowed within safe limits. Keywords-wastewater; water quality; physiochemical analysis I. INTRODUCTION Water is used for numerous purposes such as food production, irrigation, manufacturing, drinking and waste disposal [1-2]. Due to its unique structure, water has the ability to suspend, dissolve, and absorb a number of compounds that deteriorate the purity of drinking water, as it acquires contaminants from its surroundings [3]. Ground and surface water can be polluted by industrial discharged effluents, sewage water and wastewater from contaminated sources [4]. A significant share of the industrial wastewater is being discharged into the water bodies without any proper treatment, subsequently reducing the quality of drinking water. The untreated water is sometimes also infiltrating aquifers, it causes damages on human health and mainly in the developing countries is the result of lack of safe and wholesome water supply [5]. Many countries have incorporated wastewater reuse as an essential measurement of water resources planning. Certain countries, like Saudi Arabia and Jordan, have attempted to reuse the wastewater after proper treatment and have achieved significant success [6]. The quality of canal water is an issue of grave concern due to the rapid growth in industrial activities in Mirpur Mathelo, Sindh. An urea fertilizer plant releases wastewater with toxic heavy metals and severe physiochemical parameters such as temperature, pH BOD5, COD and ammonia, in the surroundings. Heavy metal contamination of surface water has a potential toxic effect on the environment [7]. The polluted surface water thus threatens agriculture, aquatic life, and is raising both environmental and human health concerns [8]. The characteristics of fertilizer effluents vary depending on the type of fertilizer produced, operating conditions and control mechanism and they must be treated before disposal. Although much work was done in this area of investigation, each industrial wastewater has its own chemical and mineralogical composition which implies that the treatment condition is different from one type of wastewater to another. This work aims to analyze the impact of liquid effluents of urea fertilizer plant on the quality of canal surface water, and on groundwater in nearby habitats of the fertilizer plant in Mirpur Mathelo, Ghotki district, Pakistan. It is found that the quality of surface water has been gradually deteriorating due to the continuous discarding of untreated effluents. The production capacity of ammonia by Haber Bosch process is 1250 MTD, and urea synthesized with the chemical reaction of ammonia and carbon dioxide, having a production capacity of 2175 MTD. Wastewater generated in the fertilizer plant is about 5776 MTD. Furthermore, heavy metals are major environmental contaminants, and their toxicity even at low concentration is a threat to ecology and water bodies. ‘Heavy metals’ are metallic Engineering, Technology & Applied Science Research Vol. 8, No. 2, 2018, 2699-2703 2700 www.etasr.com Laghari et al.: Quality Analysis of Urea Plant Wastewater and its Impact on Surface Water Bodies elements of many types with relatively high density. Heavy metals observed in ground samples including iron (Fe), copper (Cu), chromium (Cr), and manganese (Mn) [9]. Water contamination affects the health of crops, livestock, and humans. Wastewater irrigation, a common practice in Pakistan, causes metal uptake by crops and therefore, risks the safety of food prepared from them and consequently brings potential hazards to the consumers. In addition to wastewater irrigation practice, agriculture industry in Pakisatn heavily relies upon chemical fertilizers, such as, Di-ammonium phosphate (DAP) and urea are widely used fertilizers in the region. Therefore, it also becomes important to assess the effect of such fertilizers on accumulated metals in soils, i.e., either deposited through wastewater irrigation or due to any other reasons. [10]. Crops grown on contaminated soils bring hazards to both animals and humans. Heavy metals are entered in an animal body, by their feeds, drinking water or through medication [11]. Using wastewater, either from domestic or industrial effluents, may lead to depositing high concentrations of heavy metals on soils; which then concentrated in crop plant tissues and result in damaging the crop itself and the harvest and consequently bringing health hazards to the consumers [12]. II. MATERIALS AND METHODS A. Study Area The physiochemical study of the canal surface water was carried out at four different locations. Water samples were analyzed by taking samples in clean polythene bottles without any air bubble from wastewater lagoon (Location 1), 300m downstream from wastewater discharge point (Location 2), 600m downstream from wastewater discharge point (Location 3), 900m downstream from wastewater discharge point (Location 4), covering thus 1km distance along the canal. Surface water samples were then compared with National Environment Quality Standard (NEQS). Samples were collected from each location at 15 day time intervals and were tagged as Sample-1, Sample-2, Sample-3, and Sample-4 respectively. Plastic bottles were first rinsed with de-ionized water, sealed properly after collection and labeled accordingly. Parameters were analyzed in the QUEST laboratory of energy and environment department, Nawabshah. Sampling locations of canal water and ground water are shown in Figures 1 and 2 respectively. The industry which discharges effluents is Fauji Fertilizer Company (FFC) Limited’s urea fertilizer plant, situated in Mirpur Mathelo, Ghotki district, Pakistan. B. Water Sample Analysis The samples collected were brought to QUEST environmental engineering department lab, for analysis of physiochemical parameters such as pH, total dissolved solids (TDS), total suspended solids (TSS), biochemical oxygen demand (BOD5), chemical oxygen demand (COD), ammonia (NH3) and heavy metal content. The techniques used in characterizations are listed in Table I. Table II shows the standard values of water quality parameters. Fig. 1. Surface water sampling locations (Google Earth screenshot) Fig. 2. Ground water sampling locations (Google Earth screenshot) TABLE I. PHYSIOCHEMICAL PARAMETER MEASUREMENT [4] Parameter Technique Instrument and model pH pH meter EL430.020 TDS TDS meter CON200, Lovibond TSS TSS meter PH110, Lovibond BOD5 BOD bottles with digital measurement cap and Incubator 040552, Lovibond COD Reactor Digestion Method ET108, Lovibond Ammonia Nessler Method using Spectrophotometer Spectrodirect, Lovibond TABLE II. STANDARD VALUES OF WATER QUALITY PARAMETERS [8] Parameters Limit pH 6.5-8.5 BOD5 0.2 mg/L COD 4 mg/L TDS 1000 mg/L Turbidity 10 NTU Color 15 ptcu III. RESULTS AND DISCUSSION Surface and ground water samples were analyzed to understand the impact of urea fertilizer plant to surface and ground water, impact that harms aquatic life, plants, animals and humans. A. Temperature The water samples were taken in a beaker. The temperature was measured using an alcoholic thermometer and the results Engineering, Technology & Applied Science Research Vol. 8, No. 2, 2018, 2699-2703 2701 www.etasr.com Laghari et al.: Quality Analysis of Urea Plant Wastewater and its Impact on Surface Water Bodies are shown in Figure 3. The temperature ranges between 52oC to 57oC at location-1, 39oC to 42oC at location-2, 34oC to 36oC at location-3 and 30oC to 32oC at location-4. The high values of water temperature observed could be attributed to the prevailing monthly summer conditions during the study period. B. Ammonia (NH3) Ammonia values are shown in Figure 4,which ranges between 50mg/l to 55mg/l at location-1. At location-2, it was 20mg/l to 25mg/l. At location-3, it was 12mg/l to 17mg/l. At location-4, it was 3mg/l to 13mg/l. It is a fact that higher level (concentration) of ammonia causes direct toxic influence on aquatic life at high pH level. Toxic level of ammonia for fish vary from 0.2-0.5 mg/l. Ammonia toxicity is related to differences between species and pH rather than to the comparatively minor influences of salinity and temperature. In the marine environment the toxicity of ionized ammonia (NH4 +) should be considered [13]. C. PH PH is an important ecological factor, and water quality detector since aquatic organisms withstand normal pH and unable to tolerate variations. The surface effluent samples were taken in a beaker for pH measurements using and the results are shown in Figure 5. It is seen that all samples collected for pH are alkaline in nature [5]. The highest pH value was observed at location-1, about ranging from 8.5 to 9.8. D. Total Dissolved Solids (TDS) The samples were taken in a beaker, and the multimeter probe was placed for few minutes. The TDS levels (Figure 6) vary from 2275mg/l to 2300mg/l (Highest) at location-1 to 230mg/l to 252mg/l at location-4, when the limiting value of ECR 1997 is 1000mg/l [9]. E. Total Suspended Solids (TSS) The level of TSS (Figure 7) was 88mg/L to 97mg/l at location-1. At location-2, it was 72mg/l to 83mg/l. At location- 3, it was 68mg/l to 77mg/l. At location-4, it was 64mg/L to 66mg/l. All values were within standard limits. F. Biochemical Oxygen Demand (BOD5) Biochemical oxygen demand (BOD5) is the measure of the dissolved oxygen (DO), required by the microorganisms to decay the organic matter present in a water sample. The sample taken in the beaker was first diluted with water. After inserting the probe, reading was taken, and finally, the beaker was placed inside the refrigerator at 200˚C for 5 days. Afterwards, the data was retaken, and the result was obtained. The value of BOD5 (Figure 8) ranges from 150mg/l to 182mg/l at location-1. At location-2, it ranges between 115mg/l to 126mg/l. At location-3, it ranges between 110mg/l to 123mg/l. At location- 4, it ranges from 100mg/l to 105 mg/l. The high values at location-1, may cause severe hypoxia problem into streams, canal, and other enclosed water bodies [10]. Fig. 3. Variation in temperature Fig. 4. Variation in ammonia Fig. 5. Variation in pH Fig. 6. Variation in TDS Fig. 7. Variation in TSS Engineering, Technology & Applied Science Research Vol. 8, No. 2, 2018, 2699-2703 2702 www.etasr.com Laghari et al.: Quality Analysis of Urea Plant Wastewater and its Impact on Surface Water Bodies G. Chemical Oxygen Demand (COD) Chemical oxygen demand (COD) is a measure of oxygen required to decompose organic and inorganic waste equivalent to the amount of dichromate (oxidizing agent) consumed by dissolved and suspended matter under specific conditions [11]. The value of COD measured (Figure 9) ranges between 105mg/l to 110mg/l at location-1. At the location-2, it ranges between 80mg/l to 88mg/l. At location-3, it ranges between 70mg/l to 77 mg/l. At location-4, it ranges from 18mg/l to 23mg/l. The permissible limit of COD for drinking water is 255mg/l [5, 12]. Therefore, the observed values of COD for all locations are within allowable limits. COD is the total measurement of all chemicals (organics and in-organics) in the waste water, while BOD5 is a measure of the amount of oxygen required for the bacteria to degrade the organic components present in waste water. H. Iron (Fe) The Fe levels (Figure 10) were 0.21mg/l to 0.27mg/l at groundwater location G-1. In groundwater location G-2, it was 0.15mg/l to 0.19mg/l. At G-3, it was 0.12mg/l to 0.18mg/l. At G-4, it was 0.11mg/l to 0.15mg/l. The safe limit for drinking water is 0.3mg/l. The abundance of species such as periphyton, benthic invertebrates and fish diversity are greatly affected by the direct and indirect effects of iron contamination. I. Copper (Cu) The level of Cu (Figure 11) was 0.051mg/l to 0.055mg/l at groundwater location G-1. In groundwater location G-2, it was 0.034mg/l to 0.038mg/l. In groundwater location G-3, it was 0.041mg/l to 0.045mg/l. In the groundwater location G-4, it was 0.035mg/l to 0.039 mg/l. Toxicity from Cu is rare, World Health Organization (WHO) suggest a safe consumsion upper limit 12mg/day for adults and 150µ/day for children [14]. J. Chromium (Cr) The level of Cr (Figure 12) was 0.018mg/l to 0.021mg/l at groundwater location G-1. At G-2, it was 0.011mg/l to 0.018mg/l. At G-3, was 0.02mg/l to 0.025mg/l. In G-4, it was 0.011mg/l to 0.018mg/l. A suggested upper limit in the United Kingdom is 400mg/kg, and in the United States 1000mg/kg. Due to the presence of excess oxygen in the environment, Cr (III) is oxidized to Cr (VI), which is extremely toxic and highly soluble in water [19] . Fig. 8. Variation in BOD5 Fig. 9. Variation in COD Fig. 10. Variation in Fe Fig. 11. Variation in Cu K. Manganese (Mn) The level of Mn (Figure 13) was 0.042mg/l to 0.047mg/l at the G-1. At G-2, it was 0.034mg/l to 0.038 mg/l. At G-3, it was 0.028mg/l to 0.029mg/l. At G-4, it was 0.021mg/l to 0.025mg/l. The standard for manganese is 0.05 mg/l. Fig. 12. Variation in Cr Fig. 13. Variation in Mn Engineering, Technology & Applied Science Research Vol. 8, No. 2, 2018, 2699-2703 2703 www.etasr.com Laghari et al.: Quality Analysis of Urea Plant Wastewater and its Impact on Surface Water Bodies IV. CONCLUSIONS The study has shown that effluents discharged into surface canal water cause drastic impacts on the aquatic life, animals, plants and humans. The effluents discharged into the canal have increased temperature compared to given industrial limit. The results from samples taken from surface water represent that the effluents discharged from the plant contain adverse impacts on the quality of surface water. The continued discharge of the effluents in the canal may result in severe accumulation of the contaminants. Sample analysis further showed that BOD5 and ammonia levels are at alarming rates, which is hazardous for aquatic life, animals and humans. The open survey form the sample location revealed that the nearby residents suffer from several diseases that can be linked to the urea plant. The observed diseases include both common health issues (such as diarrhea, skin rash, indigestion, respiratory problems, hypertension) and complex and critical health diseases (i.e., gastric ulcer gout, rheumatism, conjunctivitis, pneumonia, malaria, tuberculosis and even cancer). Heavy metals are too dangerous, even though they are found within safe limits, because they have the potentiality to accumulate in organisms over time. V. RECOMMENDATIONS It is recommended that plant wastewater should not be discharged untreated. Treatment process must be updated as a high level of ammonia, and BOD5 are found in the test results. Liquid effluents discharged from urea fertilizer plant through the sampling point-1 must be managed according to standard procedures. 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