wastewater collection Flashcards
3 basic defense mechanisms to combat wasterwater diseases
sanitation
innoculation
isolation
2 factors that influence design of collection system
topography
wastewater flow
effects of high velocity flow in pipes
odor and corrosion
effects of low velocity in pipe
settling of solids
factors for pipe sizing
volume of wastewater
relative peak flow
maximum daily flow
2x
maximum hourly flow
3 to 4x
minimum daily flow
2/3
minimum hourly flow
1/3
pipe slope for residential 4 inch
2%
pipe slope for residential 6 inch
1%
pipe sizing for low pressure collection systems using holding tanks
1 -1.5
wastewater in gravity collection systems is carried from the building through a small diameter gravity sewer pipe to the sewer main in the street
service connections
service connection discharge wastewater into gravity flow, pipes cannot be less than 8 inches
lateral and branch sewer mains
main sewer connect to larger mains 8-12 inches
trunk sewers
trunk sewer discharges into
wastewater treatment system
3 main part of low pressure collection system
valve
cleanout
air release system
flow lift station equipped to handle
maximum peak hour flow
spacing for small manhole
120m or 400ft
spacing for large manholes
150m or 500ft
diameter for manhole barrell
42-48 inch
frequency on manhole inspection
once annually
prevents wastewater from dropping on worker
drop manhole
inflow or surface water and groundwater infiltration can cause the system to be hydraulically overloaded resulting in
surcharging resulting in flooded basements