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International Journal of Environment and Sustainability, 2016, 5(1): 64-70                65

provide basically primary treatment of waste-     water of two add-on treatment systems studied
water. Further, they are inefficient in the       by KISR, namely, aerobic- and anaerobic-based
removal of solids and organics due to the         add-on post-treatment systems. As shown in
fluctuations in wastewater flow rates and         Figure 1, the aerobic-based system consists of
gasification that often lead to the resuspension  an aerobic bioreactor, a clarifier, a saturated
of the settled solids. As they do not remove      grass bed filter, and a chlorination unit. The
nutrients and pathogens, conventional septic      anaerobic-based treatment system is presented
tanks are commonly considered the major           in Figure 2. It consists of a sediment tank, a
sources of pathogens and nutrient pollutants in   sand-gravel partially anaerobic bioreactor, a
the environment (Richard et al., 2016).           saturated grass-bed filter, and a chlorination
Therefore, effluents of the conventional septic   unit. These systems were designed in a way that
tanks are not safe for direct reuse (Beavers,     oxidation of the organic matter will take place
2002). To utilize such effluents, e.g. for lawn   in the (an)aerobic bioreactors, while the
irrigation, a comprehensive post-treatment is     removal of the suspended solids will occur in
needed.                                           the sedimentation tanks (clarifiers). The
                                                  saturated grass-bed filter unit added for the
Kuwait Institute for Scientific Research (KISR)   removal of nutrients and some microorganisms
has studied a number of add-on systems that       (Van Buuren et al., 1998). However, all the
can be used in the reclamation of effluents of    remaining microorganisms are expected to be
conventional septic tank. This paper compares     killed (disinfected) in a chlorination unit.
the irrigation qualities of the final product

Line 1 from     Air
Storage tank 2          Clarifier

                                                                            Chlorination

                                                  Saturated grass
                                                  filter

Recycle         Aerobic                           Wasted sludge
                bioreactor
                                                                            To storage

Pumping inflow

Figure 1: The aerobic-based post-treatment system (Abusam et al., 2014)

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