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Removal efficiency of nitrate.

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Presentation on theme: "Removal efficiency of nitrate."— Presentation transcript:

1 Removal efficiency of nitrate.
Table 4.1: Physicochemical characteristics of Distillery spent wash and with different dilution levels These highest reductions of PO43- and NO3- were achieved by Lemna minor. International Symposium on Agriculture & Environment-2013,  Faculty of Agriculture,University of Ruhuna,Sri Lanka. (ISAE 89) Effects Of Hydrology On Constructed Wetland Vegetation In Tropic Region P Bama1*, M Thushyanthy1, P Alvappillai1 and M Prabhaharan1 1Dept. of Agricultural Engineering, Faculty of Agriculture, University of Jaffna Results & Discussion Materials and Methods Abstract Removal efficiency of nitrate. The plants uptake nitrogen in the form of ammonium or nitrate, which is then stored in the plant in the organic form. The uptake capacity of nitrate can vary with plant species in constructed wetlands. Table 1 shows the Identification of problematic Parameters of raw effluent Fresh effluent samples were collected . The following aquatic plants, were selected for this study (Amara et al., 1992 ). Toddy distillery units are among the most environmentally unfriendly industrial processes, in the Jaffna district of Sri Lanka. Because they produce rich in organic material that is heavily polluted the environment. Therefore, effluent from distillery unit has to be treated before being discharged into the environment. In this study, experiments were found out optimum dilution factor of effluent for wetland treatment to remove the organic loads from the effluent in constructed wetlands by using aquatic plants Eichhormia sp, Lemna sp Lemna minor and Pistia sp. The experiments were conducted by different process like aeration, dilution, adjusting the pH by using lime and hydraulic retention time using aquatic plants to reduce the various parameters in effluent. The aquatic plants, Eichhormia sp, Lemna sp, and Lemna minor were successfully survived in dilution factor of five after aeration and pH adjustment. Maximum phosphorus removal was in the range of 50-54% and nitrate by 32 to 35% with six days hydraulic retention time. These highest reductions of PO43- and NO3- were achieved by Lemna minor in the dilution factor of five. Table 1: Parameters Effluent Colour Milky white Odour Unpleasant TDS (mg/l) 1942 pH 3.23 EC (mS/cm) 4.05 DO (mg/l) Total phosphate (mg/l) 37.6 Total nitrate (mg/l) 164.2 Determination of chemical properties of fresh effluent(Coda). Trial 1 The effluent was diluted as 5, 4, 3, 2, and 1 times with groundwater. Conclusion Introduction Trial 1 Complete death of aquatic plants were observed in the dilution factor of 5, 4, 3, 2, and 1 times with groundwater due to the lower pH and dissolved oxygen value. Trail 2 In the series of dilution, plants were survived in dilution factor of 20, because of effluent was adjusted the pH of 7 by adding water. Trail 3 Effluent was aerated by using air compressor for one hour, the system remains in an anaerobic condition with the DO level of less than one mg/l. Trail 4 . The pH value of the effluent was adjusted to 6 by adding lime to the effluent. Aquatic plants were survived in 10 times of dilution with water. Phosphate Removal in constructed wet land Constructed wetlands are capable of removing N and P by treating wastewater. Growing plants take up nutrients like phosphorus, thereby reducing levels in the wetland. Phosphate values were measured at the in inlet and outlet of the constructed wetland with the different treatments and removal efficiency was estimated. Approximately, 100 g of aquatic plants were used in each constructed wetland for this study.. Trial 2 Complete failures of first trial, effluent was further diluted 5, 10 and 20 times to facilitate the optimum plant growth. Trial 3: The effluent was aerated and then diluted with groundwater for further improvement in trail 2. Trial 4: The effluent was aerated with an air compressor and the pH value was adjusted to 6 using CaCO3 . The concentrations of the various parameters in effluent before and after treatment with different aquatic plants were determined as per the standard procedure stipulated. The percent of removals of various parameters by aquatic plants were calculated. 1 In the Northern part of Sri Lanka, especially in the Jaffna peninsula the distilleries are using, naturally fermented palmyrah and coconut sap called ‘palmyrah toddy’ and ‘coconut toddy’ respectively to obtain ethanol. That distillery unit generates 1.3 million liters of effluent annually and the principle waste is locally referred as “Coda”. The dilution of 1, 2, 3, 4 and 5 was not satisfied due to the lower pH and dissolved oxygen value. The selected plants were successfully grown in further dilution series of 5 after the reduction of pH and aeration in lab scale. Aeration and pH adjustment were influenced on reduction of the dilution. .References Amara S, Beling WG, Ariyawathie N and Kanthi A 1992 Biological treatment of distillery waste. Department of Botany, University of Colombo. Yasotha A, Galagedara LW and Mowjood MIM 2007 Performance of a constructed wetland and filter beds to treat wastewater from milk processing plant. . Distillery industries have become a major source of pollution, because values of constituents of distillery waste are often above the permissible standards specified by the Central Environmental Authority. Also discharge of untreated acidic spent wash can destroy aquatic organisms and natural fresh water which is the prime source for agricultural and animal production. There is no any sound management techniques proposed until now to overwhelm liquid waste management problem which is the major deadlock for producers. Constructed wetlands can also be a cost effective and technically feasible approach for treating wastewater. However, the concentration of the distillery wastewater is too much for the direct application of the wetland treatment process .Therefore, this research is planned to find out the best dilution factor for wetland treatment. . .


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