International Research Journal of Engineering and Technology (IRJET) e-ISSN: 2395 -0056 Volume: 03 Issue: 01 | Jan-2016 www.irjet.net p-ISSN: 2395-0072 © 2016, IRJET | Impact Factor value: 4.45 | ISO 9001:2008 Certified Journal | Page 1250 REED BED SYSTEM AN EFFICIENT TREATMENT REMOVAL OF SEWAGE WASTEWATER PARAMETERS By Amol B. Mankoskar 1 , Prof. Sagar M. Gawande 2 12 Anantrao Pawar College of Engineering & Research, Pune, Maharashtra, India. ----------------------------------------------------------------------------------------------------------------------------------------------------------- Abstract- Now a day’s increase in rapid growth of urbanization and industrialization is high intake of water and great generation of wastewater. The aim of this study is to find the effective cost method for wastewater treatment as comparative to conventional method of wastewater treatment. The conventional method is not suitable in rural area due to high expensive. The foundation and improvement of healthy life water is one of the most important fundamentals. The reed bed system is one of the alternative technic for wastewater treatment. Reed bed system has been proven to be an efficient and low cost alternative for conventional wastewater treatment technologies. Constructed wetland system for wastewater treatment has been proven to be effective and sustainable alternative for conventional wastewater treatment technologies. This present study is the performance of the fabricated model on which the local ambegaon budurk pune area sewer. The effluent characteristics like pH, colour, odour, conductivity, Do, COD, BOD with the help of model. This system is having with filter media and soil for the detention period of 5 days, 10 days, 15 days and 20 days. The result shows reduction of parameters such as pH, colour, odour, temperature, conductivity. The removal rate is increases due increase in detention period. Key Words: - Removal of pH, color, odor, conductivity, DO, COD,BOD and Effective cost for wastewater treatment. 1. INTRODUCTION The water is basic source of life. Out 100% quantity of the water 93% is the Vast Oceans, 4% underground water, 2% stored in the form of ice burgs and ice caps and less than 1% is available as fresh water. The last era is the great deal of attention to environmental protection due to world globalization. The major water bodies are polluted by the hapazadards discharge of domestic sewage, and industrial wastewater in the world. The wastewater treatment technology is having with an efficient and eco-friendly for environment. Now a day’s major environmental issue is due improper disposal of wastewater. Water pollution has become a major environmental issue while as economic development has increased. The municipal wastewater is disposal directly in to the river body without any treatment. In the metro polities city facilities are provided wastewater treatment plant, but in rural area sewage drains are directly connected to water bodies. The reed bed system has sure to be a favorable treatment and alternative treatment technology for wastewater treatment. The construction of this system is having surface flow and subsurface flow. The subsurface flow is having Vertical flow, Horizontal flow and Hybrid flow. The water passing through the filter media in reed bed system is the basic working. There is no requirement of machineries and electricity treatment under gravity. The project is analysis the wastewater characteristics in ambeagaon budurk pune area sewer with reed bed system. 2. METHOD AND MATERIAL Collect the wastewater sample for treatment from the near ambegaon sewage drain. The lab model for reed bed system made up of plastic. The plastic container have with dimension of 60cm × 40cm × 30 cm for wastewater flow through the bed assembly having 60cm.lenght,40cm width and 30cm height. The inlet unit is provided with a PVC pipe along with a calibration knob. The height of model was divided into four parts with filter media. The bottom most part is having 10cm with aggregates with 10 to 20 mm size, above this bed use sand up to 5cm, soil layer used up to 10cm. The laboratory scale model calibrated for the various discharge like 5days, 10days, 15days and 20days. The lab model was cultivated with canna indica and cyperucs plant. 3. RESULT AND CONCLUSION. In the laboratory for study purpose wastewater was collected from different location of ambeagon area. By using as per different standard procedure of the testing method of wastewater the various test were conducted like pH, Color, Odour, DO, BOD, COD,