h= 0.75 m h= 1.5 m h= 2.25 m h= 3.0 m h/t [m/h] cu m ul at iv e fr eq ue nc y di st rib ut io n [% ] 100 80 60 40 20 0 1 2 3 4 50 Sedimentation W ATER TREATM EN T WATER TREATMENT…
