Difference between revisions of "Settled sewerage (small diameter)"
Lagerstrom (talk | contribs) m (changing image title) |
(New icon) |
||
Line 1: | Line 1: | ||
− | [[Image:Settled_sewerage_small_icon. | + | [[Image:Settled_sewerage_small_icon.jpg|right]] |
Settled sewerage, also called small diameter or small-bore sewerage is designed to prevent solids in wastewater from entering a communal small bore sewer network. An important condition for the functioning of these sewer networks is that a minimum average of 25 litres per person per day enters the system. First wastewater settles in a small interceptor tank. Later, wastewater is conveyed via small (50 200 mm) diameter sewers of PVC or other durable material. Pipes are laid at various gradients from 0% to 10%. Inspection manholes are limited to minimise unauthorised opening and disposal into the system. Costs can be reduced if a group of households shares one interceptor tank. Although settled sewerage is mainly used to transport wastewater, small diameter sewers are also appropriate to transport urine. | Settled sewerage, also called small diameter or small-bore sewerage is designed to prevent solids in wastewater from entering a communal small bore sewer network. An important condition for the functioning of these sewer networks is that a minimum average of 25 litres per person per day enters the system. First wastewater settles in a small interceptor tank. Later, wastewater is conveyed via small (50 200 mm) diameter sewers of PVC or other durable material. Pipes are laid at various gradients from 0% to 10%. Inspection manholes are limited to minimise unauthorised opening and disposal into the system. Costs can be reduced if a group of households shares one interceptor tank. Although settled sewerage is mainly used to transport wastewater, small diameter sewers are also appropriate to transport urine. |
Revision as of 15:00, 18 July 2008
Settled sewerage, also called small diameter or small-bore sewerage is designed to prevent solids in wastewater from entering a communal small bore sewer network. An important condition for the functioning of these sewer networks is that a minimum average of 25 litres per person per day enters the system. First wastewater settles in a small interceptor tank. Later, wastewater is conveyed via small (50 200 mm) diameter sewers of PVC or other durable material. Pipes are laid at various gradients from 0% to 10%. Inspection manholes are limited to minimise unauthorised opening and disposal into the system. Costs can be reduced if a group of households shares one interceptor tank. Although settled sewerage is mainly used to transport wastewater, small diameter sewers are also appropriate to transport urine.
Advantages | Disadvantages |
---|---|
Less dependent on active user involvement. All kind of wastewater can be transported. |
Institutional operation and maintenance required. Interceptor tanks need to be desludged periodically. |
Costs
- Investment per household US$ 150 500 (Honduras, 1990).
- Investment per person US$ 35 85 (North East Brazil).
- Investment 20%-50% less than conventional sewerage in rural areas.
- Where septic tanks already exist, the cost reduction can be 40%70% (USA).
Applying conditions
- The system can be appropriate in high- and low-density areas.
- In areas where elevation differences do not permit gravity flow, pump stations are required.
- The system is appropriate for areas where septic tanks already exist, but effluent is causing public health or environmental risks.
- Understanding of the system hydraulics is required.
- The system needs to be flushed periodically to avoid blockages.
External links
- General information about Settled sewarage www.sanicon.net
- General information http://www.efm.leeds.ac.uk/CIVE/Sewerage
- General information http://wedc.lboro.ac.uk