Application of Moving Bed Biofilm Reactor (MBBR) and Integrated Fixed Activated Sludge (IFAS) for Biological River Water Purification System: A Short Review

Lariyah, M S; Mohiyaden, Hairun Aishah; Hayder, Gasim; Hussein, Ali S.; Basri, Hidayah; Sabri, Ahmad Fauzan Mohd; Noh, M. D. Nasir M. D.

doi:10.1088/1755-1315/32/1/012005

Cited by 36 publications

(25 citation statements)

References 47 publications

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“…The process is the most efficient (at 85-95%), when the denitrification is performed simultaneously or at the end of the system with the addition of external organic carbon source. (Odegaard 2005;Dymaczewski 2011;Qiqi et al 2012;Lariyah et al 2016;Kopeć et al 2016;Chen et al 2016).…”

Section: Resultsmentioning

confidence: 99%

The application of Monod equation to denitrification kinetics description in the moving bed biofilm reactor (MBBR)

Kopec¹,

Kopeć

Drewnowski

2018

Int. J. Environ. Sci. Technol.

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In this paper, the kinetic constants V max and K COD occurring in the Monod equation, which describe the denitrification process in the moving bed, are determined. For this purpose, a laboratory moving bed biofilm reactor (MBBR) was used. The filling of the reactor consisted of EvU Perl carriers. The experiment was carried out with an excess of nitrate, and denitrification rate was dependent on the concentration of external organic carbon, which constituted the Brennta Plus preparation. Determination of constants was made by Hofstee-Eadie method, whereby there was obtained: V max = 0.78 g NO 3 −-N/g D.M./ day and K COD = 16.97 g O 2 /m 3. The new Monod equation was verified using MBBR constructed on an industrial scale in wastewater treatment plant in Gronowo Górne (Poland). After joining the MBBR to the technological system and after a period of biomass adaptation, total nitrogen removal efficiency increased from 53.5 to 86.0%. The results of the research have been discussed with several similar researches.

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Section: Resultsmentioning

confidence: 99%

The application of Monod equation to denitrification kinetics description in the moving bed biofilm reactor (MBBR)

Kopec¹,

Kopeć

Drewnowski

2018

Int. J. Environ. Sci. Technol.

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“…Log-Pearson Type III Distribution The method of data collecting is using Tideda where the real data through the installation of standard meteorological stations which belongs to government agencies and others agencies related. [8] Hydrological data of Malaysia is supports in both manual and automatic system by the Department of Irrigation and Drainage (DID) and other government agencies such as Tenaga Nasional Berhad (TNB) and other agencies. The available manual and auto logger type streamflow stations for DID in Perak, total up to 34 units of stations.…”

Section: Gumbel Distribution Dmentioning

confidence: 99%

Flood Frequency Analysis at the Downstream of Sg. Perak River Basin using Annual Maximum Flow Discharge Data

Snu

Sidek²,

et al. 2018

IJET

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The recent flood event occurred in 2014 had caused disaster in Perak and Sungai Perak is the main river of Perak which is a major natural drainage system within the state. The aim of this paper is to determine the expected discharge to return period downstream for Sg. Perak River Basin in Perak by using annual maximum flow data. Flood frequency analysis is a technique to assume the flow values corresponding to specific return periods or probabilities along the river at a different site. The method involves the observed annual maximum flow discharge data to calculate statistical information such as standard deviations, mean, sum, skewness and recurrence intervals. The flood frequency analysis for Sg. Perak River Basin was used Log Pearson Type-III probability distribution method. The annual maximum peak flow series data varying over period 1961 to 2016. The probability distribution function was applied to return periods (T) where T values are 2years, 5years, 10years, 25years, 50years, and 100years generally used in flood forecasting. Flood frequency curves are plotted after the choosing the best fits probability distribution for annual peak maximum data. The results for flood frequency analysis shows that Sg. Perak at Jambatan Iskandar much higher inflow discharge which is 3714.45m3/s at the 100years return period compare to Sg. Plus at Kg Lintang and Sg. Kinta at Weir G. With this, the 100years peak flow at Sg Perak river mouth is estimated to be in the range of 4,000 m3/s. Overall, the analysis relates the expected flow discharge to return period for all tributaries of Sg. Perak River Basin.

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“…It involves specially designed plastic carriers called biofilm carrier for biofilm attachment. The carriers are held in suspension throughout the reactor by aeration, liquid circulation or mechanical mixing, and are kept within the reactor by means of a sieve or grill, allowing simple separation of the treated water from the biomass-containing carriers [5] and these media have the density very close to the density of water [6]. This treatment technology will be adapted for purification of polluted river where biomass or biofilm concentration increases and treatment ability.…”

Section: Moving Bed Biofilm Reactor (Mbbr)mentioning

confidence: 99%

Review on Application of Moving Bed Biofilm Reactor (MBBR) for River Water Purification System

2017

IJSR

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This review paper discusses the MBBR technology for urban river water purification as a robust technology. The aim of this paper is to present the MBBR technology as an alternative and efficacious method for treating different kinds of effluents under different condition. There are still present treatment technologies being studied and the results may be available in a while. The review also includes many relevant studies carried out at the laboratory and pilot scales. This review covers the important processes on basic treatment process, affecting of carrier type and influent types. However, this review concluded so far are compiled herein and reported to acquire a better outlook and insight on the theme with a view of meeting the new approach. . To this end, the most feasible technology could be the advanced biological process (bioreactor systems) including Moving Bed Biofilm Reactor (MBBR) system.

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Application of Moving Bed Biofilm Reactor (MBBR) and Integrated Fixed Activated Sludge (IFAS) for Biological River Water Purification System: A Short Review

Cited by 36 publications

References 47 publications

The application of Monod equation to denitrification kinetics description in the moving bed biofilm reactor (MBBR)

The application of Monod equation to denitrification kinetics description in the moving bed biofilm reactor (MBBR)

Flood Frequency Analysis at the Downstream of Sg. Perak River Basin using Annual Maximum Flow Discharge Data

Review on Application of Moving Bed Biofilm Reactor (MBBR) for River Water Purification System

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