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Dive into the research topics where Manabu Sasakawa is active.

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Featured researches published by Manabu Sasakawa.


Water Research | 2011

Removal of residual dissolved methane gas in an upflow anaerobic sludge blanket reactor treating low-strength wastewater at low temperature with degassing membrane

Wasala M.K.R.T.W. Bandara; Hisashi Satoh; Manabu Sasakawa; Yoshihito Nakahara; Masahiro Takahashi; Satoshi Okabe

In this study, we investigated the efficiency of dissolved methane (D-CH(4)) collection by degasification from the effluent of a bench-scale upflow anaerobic sludge blanket (UASB) reactor treating synthetic wastewater. A hollow-fiber degassing membrane module was used for degasification. This module was connected to the liquid outlet of the UASB reactor. After chemical oxygen demand (COD) removal efficiency of the UASB reactor became stable, D-CH(4) discharged from the UASB reactor was collected. Under 35 °C and a hydraulic retention time (HRT) of 10 h, average D-CH(4) concentration could be reduced from 63 mg COD L(-1) to 15 mg COD L(-1); this, in turn, resulted in an increase in total methane (CH(4)) recovery efficiency from 89% to 97%. Furthermore, we investigated the effects of temperature and HRT of the UASB reactor on degasification efficiency. Average D-CH(4) concentration was as high as 104 mg COD L(-1) at 15 °C because of the higher solubility of CH(4) gas in liquid; the average D-CH(4) concentration was reduced to 14 mg COD L(-1) by degasification. Accordingly, total CH(4) recovery efficiency increased from 71% to 97% at 15 °C as a result of degasification. Moreover, degasification tended to cause an increase in particulate COD removal efficiency. The UASB reactor was operated at the same COD loading rate, but different wastewater feed rates and HRTs. Although average D-CH(4) concentration in the UASB reactor was almost unchanged (ca. 70 mg COD L(-1)) regardless of the HRT value, the CH(4) discharge rate from the UASB reactor increased because of an increase in the wastewater feed rate. Because the D-CH(4) concentration could be reduced down to 12 ± 1 mg COD L(-1) by degasification at an HRT of 6.7 h, the CH(4) recovery rate was 1.5 times higher under degasification than under normal operation.


Water Environment Research | 2013

Introduction of a degassing membrane technology into anaerobic wastewater treatment.

Wasala M.K.R.T.W. Bandara; M. Ikeda; Hisashi Satoh; Manabu Sasakawa; Yoshihito Nakahara; Masahiro Takahashi; Satoshi Okabe

The effectiveness of degasification using a degassing membrane to improve chemical oxygen demand (COD) removal efficiency was investigated using a bench-scale upflow anaerobic sludge blanket (UASB) reactor. Vacuum degasification was able to transfer dissolved gas in the bulk liquid of the UASB reactor inside the membrane. Such a process might provide thermodynamically favorable conditions for the degradation of organic compounds. The COD-removal efficiency improved from 83% during normal operation to 90% during the degassing operation.


Water Science and Technology | 2012

Development of Anammox Reactor Equipped with a Degassing Membrane to Improve Biomass Retention

Kosuke Matsunaga; Tomonori Kindaichi; Noriatsu Ozaki; Akiyoshi Ohashi; Yoshihito Nakahara; Manabu Sasakawa

In up-flow anammox reactors, one of the contributing factors to biomass wash-out is the adherence of nitrogen gas produced by the anammox reaction to biomass. In this study, we operated an up-flow anammox reactor equipped with a degassing membrane to minimize the biomass wash-out from the reactor by separating the produced gas from the biomass. In addition, both the effect of degassing on the anammox reactor performance and the durability of the membrane submerged in the anammox reactor were investigated. The results show that the use of the degassing membrane in the anammox reactor could (1) improve the biomass retention ability (by separating the produced gas from the biomass), and (2) increase the component ratio of anammox bacteria in the reactor. In addition, degassing could reduce the N(2)O emission produced in the reactor (for the gas selectivity of the degassing membrane). No membrane fouling was observed even after 2 months of operation without washing, indicating an advantage to the use of the degassing membrane.


Bioresource Technology | 2017

Enhancement of organic matter degradation and methane gas production of anaerobic granular sludge by degasification of dissolved hydrogen gas

Hisashi Satoh; Wasala M.K.R.T.W. Bandara; Manabu Sasakawa; Yoshihito Nakahara; Masahiro Takahashi; Satoshi Okabe

A hollow fiber degassing membrane (DM) was applied to enhance organic matter degradation and methane gas production of anaerobic granular sludge process by reducing the dissolved hydrogen gas (D-H2) concentration in the liquid phase. DM was installed in the bench-scale anaerobic granular sludge reactors and D-H2 was removed through DM using a vacuum pump. Degasification improved the organic matter degradation efficiency to 79% while the efficiency was 62% without degasification at 12,000mgL-1 of the influent T-COD concentration. Measurement of D-H2 concentrations in the liquid phase confirmed that D-H2 was removed by degasification. Furthermore, the effect of acetate concentrations on the organic matter degradation efficiency was investigated. At acetate concentrations above 3gL-1, organic matter degradation deteriorated. Degasification enhanced the propionate and acetate degradation. These results suggest that degasification reduced D-H2 concentration and volatile fatty acids concentrations, prevented pH drop, and subsequent enhanced organic matter degradation.


Water Research | 2012

Anaerobic treatment of municipal wastewater at ambient temperature: Analysis of archaeal community structure and recovery of dissolved methane

Wasala M.K.R.T.W. Bandara; Tomonori Kindaichi; Hisashi Satoh; Manabu Sasakawa; Yoshihito Nakahara; Masahiro Takahashi; Satoshi Okabe


Archive | 2010

MEMBRANE MODULE UNIT AND ASSEMBLY METHOD, DISASSEMBLY METHOD, AND MAINTENANCE METHOD FOR SAME, AND WATER-TREATMENT APPARATUS

Manabu Sasakawa; Yoshihito Nakahara


Archive | 2013

HOLLOW-FIBER MEMBRANE MODULE, PROCESS FOR PRODUCING HOLLOW-FIBER MEMBRANE MODULE, AND HOLLOW-FIBER MEMBRANE UNIT EQUIPPED WITH HOLLOW-FIBER MEMBRANE MODULE

Makoto Ideguchi; Manabu Sasakawa; Yoshihito Nakahara; Nobuyasu Ueno; Toshinori Tanaka; Kazumi Akagawa; Masato Takeuchi; Zhuoyi Zou


Archive | 2013

Aeration device, operation method therefor, and water treatment apparatus

Zhuoyi Zou; Manabu Sasakawa; Shinsuke Furuno


Archive | 2013

Air diffusion device, air diffusion method, and water treatment device

Shinsuke Furuno; Manabu Sasakawa; Fumihiro Kira


Archive | 2012

Hollow fiber element for filtration

Takanori Itonaga; Makoto Ideguchi; Katsuyuki Yanone; Manabu Sasakawa; Shinsuke Furuno

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