Hello from Croatia
I am designing small marine treated wastewater outfall for the first time. Does anybody have some kind of literature about this in pdf. Outfall is 500 m long, sea level at difousor is 40 m. Flow of treated wastewatre is 14 liters per second in summer, and 2 liters per second in winter time. Also I need to design dosage chamer (with miller siphon) with venting shaft. Pipes are PEHD with concrete weights. What is minimum velocity in pipes, and what is minimum diametar of pipes?
I am designing small marine treated wastewater outfall for the first time. Does anybody have some kind of literature about this in pdf. Outfall is 500 m long, sea level at difousor is 40 m. Flow of treated wastewatre is 14 liters per second in summer, and 2 liters per second in winter time. Also I need to design dosage chamer (with miller siphon) with venting shaft. Pipes are PEHD with concrete weights. What is minimum velocity in pipes, and what is minimum diametar of pipes?
