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0.07±0.01mg.l -1     at  ½  and  1km  distance  in  the  river  water  from  the  meeting  point,

               respectively  (Table-1).  No  trace  of  lead  was  detected  either  in the effluent or at any other
               tested  sites in downstream (Table-1). High conductivity value was noted at all tested sites.

               The  values  decreased  with  the  increase  in  distance  from  the  meeting  point.  Dissolved
               oxygen  content  was  significantly  low  in  effluent  and  with  the  movement  of  effluent  and

                                                                                                  -1
               dilution  by  river  water,  the  dissolved  oxygen  content  increased  from  2.1±0.8mg.l to
               4.6±1.1mg.l -1    at  S3  station  (downstream  of  the  river)  (Table-1).  Interesting  changes were
               noted  in  BOD  and  COD  content  of  effluent  in  the downstream. All the observed changes

               were  due to dilution of the effluent by the river water. The suspended solid load decreased
                                    -1
                                                        -1
               from  819.3±19.6mg.l to 118.2±12.4mg.l along with  river  water flow. Similar result was
               also  seen  in  case  of  TDS,  chloride  content  and  hardness  of  the  samples.  The  nutrient

               enrichment  in  water  and  its  use  in  crop  fields  increased  the  yield  of  the  crops  but
               accumulation  of  heavy  metals  in  the  crop  plant  body  needs attention. Another significant

               chemical  like  fluoride  was  present  in  the  effluent,  which  probably got diluted in the river
               water and presence of fluoride was not detected at the downstream sites. It was observed that

               parameters  like  conductivity,  TDS,  TSS,  BOD,  COD,  dissolved  oxygen, chloride, metal ions and
               few  heavy  metals  like  Hg,  Cd  &  Pb  etc  were  present  in  the effluent and river water much more

               than  the prescribed limit by Pollution Control Boards. These significant high values in the effluent
               needs attention.
               Table-1: The analysis of physico-chemical parameters of the effluent collected from effluent

               canal  at  the  meeting  point,  500mts  downstream  and  1km  from  the meeting point on  the
               opposite side of the river near crop fields. Data are the mean of samples ± standard deviation.

               ND= Not detectable. S1- Effluent just before meeting point , S2- River Bank water,  500mts

               away from effluent meeting point, downstream & S3- River bank water,
               1km  away  from  effluent  meeting  point  at  downstream  on  the  opposite  side  of  the  river

               and near crop field.
























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