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ABSTRACT Rivers have been an important source of Water for human existence. All civilization to modern cities have been built on banks of rivers. River provide us water for consumption, agriculture and other needs. But as the civilization has advanced and modernization began, the discharge of waste in river has also increased. Today, most of the industrial, agricultural and municipal waste is discharged in rivers. This discharge causes many adverse effect on river and has a potential to die the river. In our project, we will study the fate of contaminations in river after it has been discharged. We will study the behavior of their concentration with respect to time travel. We will study the change in concentration of Oxygen due to discharge by 6 Industries in Yamato-Gawa River using ModelMaker. We will compare our result with results published in a research paper. The contaminant we will study is Sodium, considering Sodium as a Non-Conservative contaminants. We will check the behavior of concentration of sodium in river column and in sediments, and compare their value with WHO limit. i

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ABSTRACTRivers have been an important source of Water for human existence. All civilization to modern cities have been built on banks of rivers. River provide us water for consumption, agriculture and other needs. But as the civilization has advanced and modernization began, the discharge of waste in river has also increased. Today, most of the industrial, agricultural and municipal waste is discharged in rivers. This discharge causes many adverse effect on river and has a potential to die the river.In our project, we will study the fate of contaminations in river after it has been discharged. We will study the behavior of their concentration with respect to time travel. We will study the change in concentration of Oxygen due to discharge by 6 Industries in Yamato-Gawa River using ModelMaker. We will compare our result with results published in a research paper. The contaminant we will study is Sodium, considering Sodium as a Non-Conservative contaminants. We will check the behavior of concentration of sodium in river column and in sediments, and compare their value with WHO limit.

CONTENTS

ABSTRACT iLIST OF CONTENT ii LIST OF FIGURES iv LIST OF TABLES v CHAPTER 1- INTRODUCTION

1.1 GENERAL 11.2 DISSOLVD OXYGEN 11.3 SODIUM 21.4 OBJECTIVE 41.5 SCOPE OF WORK 41.6 METHODOLOGY 41.7 OUTLINE 4

CHAPTER 2- DISCRIPTION OF AREA

2.1 DETAILS OF YAMOTO_GAWA RIVER 6 2.1.1 GEOLOGY AND HYDROGEOLOGY OF THE AREA 6 2.1.2 WATER POLLUTANTS 7

CHAPTER 3- MODELING

3.1 MODELMAKER 93.2 COMPONENTS IN MODELMAKER 11 3.2.1 FOR SODIUM 11 3.2.2 FOR DO 12

CHAPTER 4- RESULTS AND CONCLUSION

4.1 RESULTS 14 4.1.1 FOR DISSOLVED OXYGEN 14 4.1.2 FOR SODIUM 15 CHAPTER 5- CONCLUSION

5.1 CONCLUSION 19

CHAPTER 6 -REFERENCES 20

LIST OF FIGURESCHAPTER 1Figure 1.1:- DO sag curve in river Figure 1.2:- Notation for toxicant in river CHAPTER 2Figure 2.1:- Yamato-Gawa River Figure 2.2:- Yamato-Gawa Drainage and monitoring points CHAPTER 3 Figure 3.1:- River Model for Chlorine Figure 3.2:- River Model for DOFigure 3.3:- Parameters for SodiumFigure 3.4:- Condition variable for Chlorine Figure 3.5:- Parameters for DOFigure 3.6:- Condition variable for DOFigure 3.7:- Condition variable for DO CHAPTER 4 Figure 4.1:- Changes on DO at different water part in result of wastewater dischargeFigure 4.2:- The Changes of DO in two different model is very nearly fit togetherFigure 4.3:- Changes on Sodium at the water column for the six different dischargesFigure 4.4:- Impact of each discharge on the mount of sodium on water columnFigure 4.5:- Changes on Sodium at the sediment for the six different dischargesFigure 4.6:- Impact of each discharge on the amount of sodium on water column

LIST OF TABLES

Table 2.1: Flow rate, DO and BOD at the monitoring points of the Yamato-Gawa River in JFY 2004 2008Table 2.2: BOD loading for water quality simulation of the effect of the Yamato-Gawa RiverTable 2.3: Sodium discharge that has been assumedTable 2.4: Water quality analysis of WHO limitationTable 3.1 Calculation of Parameters

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