A Simplified Sewer is a sewerage network constructed using small diameter pipes laid at a shallower depth and at a flatter gradient than Conventional Gravity Sewers (C.4). The Simplified Sewer allows for a more flexible design at lower costs. It can be implemented at neighbourhood level.An open channel or closed pipe used to convey sewage. See C.3 and C.4
The physical sewer infrastructure (sometimes used interchangeably with sewage).
Conceptually, a Simplified Sewer (also known as a condominial sewer) is the same as a Conventional Gravity Sewer, but with less conservative design standards and with design features that are more adaptable to local situations. Rather than laying the pipes under central roads, they are usually laid under walkways, where they are not subjected to heavy traffic loads. This allows pipes to be laid shallower and thus less excavation is required and fewer and shorter pipes are needed.An open channel or closed pipe used to convey sewage. See C.3 and C.4
In contrast to Conventional Gravity Sewers that are designed to ensure a minimum selfcleansing velocity, the design of Simplified Sewers is based on a minimum tractive tension of 1 N/m2 (1 Pa) at peak flow. The minimum peak flow should be 1.5 L/s and a minimum sewer diameter of 100 mm is required. A gradient of 0.5 % is usually sufficient. For example, a 100 mm diameter sewer laid at a gradient of 1 m in 200 m can serve around 2,800 users with a wastewater flow of around 60 L/person/day. The depth at which the sewers should be laid depends mainly on the amount of traffic on the ground above. Below sidewalks, covers of 40 to 65 cm are typical. The simplified design can also be applied to sewer mains; they can also be laid at a shallow depth, provided they are not placed underneath roads. At each junction or change in direction, simple inspection chambers (or cleanouts) are sufficient, instead of expensive manholes. Inspection boxes are also used at each house connection. Where kitchen greywater contains an appreciable amount of oil and grease, the installation of grease traps is recommended to prevent clogging. Greywater should be discharged into the sewer to ensure an adequate wastewater flow, but stormwater connections should be discouraged. However, in practice it is difficult to exclude all stormwater flows, especially where there is no alternative for stormwater drainage. The design of the sewers (and treatment plant) should, therefore, account for the extra flow that may result from stormwater inflow.Total volume of water generated from washing food, clothes and dishware, as well as from bathing, but not from toilets (see blackwater). It may also contain traces of excreta (e.g. from washing diapers) and, therefore, some pathogens. Greywater accounts for approximately 65 % of the wastewater produced in households with flush toilets.General term for rainfall runoff collected from roofs, roads and other surfaces. Very often the term is used to refer to rainwater that enters a sewerage system. It is the portion of rainfall that does not infiltrate into the soil.The liquid that has passed through a filter.
PVC pipes are recommended for the Simplified Sewer. Inspection chambers can be constructed using bricks with mortared cover to avoid the influx of unwanted products, such as stormwater, soil or grit. Plastic junction boxes can be pre-fabricated. Concrete should not be used in simplified sewerage, as it will corrode quickly.General term for rainfall runoff collected from roofs, roads and other surfaces. Very often the term is used to refer to rainwater that enters a sewerage system. It is the portion of rainfall that does not infiltrate into the soil.The liquid that has passed through a filter.
Simplified Sewers can be installed in almost all types of settlements but are particularly appropriate in dense urban areas and camps where space for on-site systems is limited. They are also useful for the emergency repair of a damaged existing system or for rapid expansion, to meet the needs of a sudden population growth. They should be considered as an option where there is sufficient population density (minimum 150 people per hectare) and a reliable water supply (at least 60 L/person/ day). If well-constructed and maintained, Simplified Sewers are a safe and hygienic means of transporting wastewater. Users must be well trained regarding health risks associated with removing blockages and maintaining inspection chambers.Used water from any combination of domestic, industrial, commercial or agricultural activities, surface runoff/stormwater, and any sewer inflow/infiltration.
Trained and responsible users are essential to ensure that the flow is undisturbed and to avoid clogging caused by trash and other solids. Occasional flushing of pipes is recommended to avoid blockages. Blockages can usually be removed by opening the cleanouts and forcing a rigid wire through the pipe. Inspection chambers must be periodically emptied to prevent grit overflowing into the system. Successful operation requires clearly defined responsibilities between service provider and users. Private contractors or user committees can be hired to do the maintenance.
Simplified Sewerage is between 20 and 50 % less expensive than Conventional Gravity Sewerage. Household connections are expensive and often not budgeted for when planning sewers. For Simplified Sewers, household connections include the last 1–10 meters of pipe, excavation, an inspection chamber and other onsite sanitary installations. A Simplified Sewer requires skilled technicians available at any time for operation and maintenance including replacement of pipes, removal of blockages and monitoring inspection chambers.An open channel or closed pipe used to convey sewage. See C.3 and C.4
Simplified Sewers require correct use by users. A common challenge encountered are blockages of the sewer caused by solid waste being put into the system. User training, in combination with solid waste management X.8 can help to overcome this challenge.An open channel or closed pipe used to convey sewage. See C.3 and C.4
Challenging Ground Conditions
Application Level / Scale
Water-based and Dry Technologies
Reed, R. A. (1995): Sustainable Sewerage, Guidelines for community schemes. Intermediate Technology Pub, UK