It can be seen that through the use of
activated sludge system other unit processes are completed through use of
separate tanks. This sequencing batch reactor is the new modified model that is
used for treatment of waste water in proper way. This system is more efficient
than the activated sludge system because it is involve in performing
equalization. This system also uses timed control sequence for secondary
clarification of waste water with the help of single tank.
This system is useful in those areas where
there is limited amount of area is available. The main advantage of this
process is that all phases and steps are carried out in the same tank. This
system is the modified model of the activated sludge system. In that case the
waste water is moved towards the single batch reactors and all waste particles
are removed easily. There are some major advantages of this system. The
sequence batch reactor is controllable and contain quiescent settling process.
It can be seen that there is minimum footprint during process. It has the
ability to remove more nutrients from water. The efficiency of about 90%.
According to the author Ali, he has presented
some important concepts regarding sequence batch reactor. For this there is
need of improved sludge by just introducing two stage settling sequencing batch
reactor. From the different researches it can be seen that sludge settleability
is one of the main drawback in sequencing batch reactor.
The main purpose of this study is to
introduce a unique method that is consisting of two stage settling sequencing
batch reactor separated by anoxic stage. In this article there is comprehensive
work has been done on this technology, and this technology is compared with the
other normal operating sequence batch reactor that are operated at same cycle. Then
after this the results shows that there is some important improvement can be
seen in sludge settleability and removal of unwanted particles from water.
The best part in this model is that through
this different chemical efficiency has been improved than the other system. In
the NOSBR reactor there is huge amount of bacteria is present in after three
months of operation. The results shows that the efficiency of the removal of
waste water has been improved through the use of two stage settling sequence. It
can be seen that there is morphological characteristics are found in the two
stage SBR (Alattabi, et al., 2017).
In this article the author Haibo has
presented some innovative biological process that can be used for treatment of
removing waste from water. It can be seen that in the past the coking waste
water can be done through the use of
biofilm system that is made up of simple anoxic bioreactor. For that
reactor there is a need to improve efficiency for removal of organic compounds
that are present in water. For that case anoxic bio reactor is used to remove
organic compounds through the use of anoxic process.
Also
there is aerobic bioreactor present that is used to check the feasibility of
the system. From the results it can be seen that through improved biological
process the efficiency of waste water removal and other compounds from water is
increased. There are some biological compounds that are used in this reactor to
solve the issue of water treatment in effective way. Ammonia oxidation and
nitrate accumulation ratio in the reactor is maintain at 85% for achieving the
required efficiency.
For the analysis there is a use of gas chromatography
spectrometry analysis is used. According to the results there is still a need of
further modification in the system. This is because through this waste water
treatment system can be increased through the use of SBR (Li, Cao, Li, Zhang, & Liu., 2010).
According to the author Lei 2014, he has
presented important work regarding the innovation in the SBR system. This can
be done through the use of real time controlled three stage SBR system. A real
time sequence batch reactor is mainly consist of pretreating, nitritation and
anaerobic ammonium oxidation.
There is quite huge concentration of ammonia
can be seen during process. The results shows that after 40 days there is
increase in efficiency in the nitritation stage of about 90%. For that case
there use of continuous filling process because it will help to reduce nitrate
inhibition (Miao, et al., 2014)
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