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Chaudhary A, Rana S, Singh R, Gurian PL, Betancourt W, Kumar A, Kumar A. Non-potable water reuse and the public health risks from protozoa and helminths: a case study from a city with a semi-arid climate. JOURNAL OF WATER AND HEALTH 2023; 21:981-994. [PMID: 37632375 PMCID: wh_2023_283 DOI: 10.2166/wh.2023.283] [Citation(s) in RCA: 0] [Impact Index Per Article: 0] [Reference Citation Analysis] [Abstract] [MESH Headings] [Track Full Text] [Subscribe] [Scholar Register] [Indexed: 08/28/2023]
Abstract
The study estimated the risk due to Cryptosporidium, Giardia, and Ascaris, associated with non-potable water reuse in the city of Jaipur, India. The study first determined the exposure dose of Cryptosporidium, Giardia, and Ascaris based on various wastewater treatment technologies for various scenarios of reuse for six wastewater treatment plants (WWTPs) in the city. The exposure scenarios considered were (1) garden irrigation; (2) working and lounging in the garden; and (3) consumption of crops irrigated with recycled water. The estimated annual risk of infection varied between 8.57 × 10-7 and 1.0 for protozoa and helminths, respectively. The order of treatment processes, in decreasing order of annual risk of infection, was found to be: moving-bed bioreactor (MBBR) technology > activated sludge process (ASP) technology > sequencing batch reactor (SBR) technology. The estimated annual risk was found to be in this order: Ascaris > Giardia > Cryptosporidium. The study also estimated the maximum allowable concentration (Cmax) of pathogen in the effluent for a benchmark value of annual infection of risk equal to 1:10,000, the acceptable level of risk used for drinking water. The estimated Cmax values were found to be 6.54 × 10-5, 1.37 × 10-5, and 2.89 × 10-6 (oo) cysts/mL for Cryptosporidium, Giardia, and Ascaris, respectively.
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Affiliation(s)
- Ayushi Chaudhary
- Department of Civil Engineering, MNIT Jaipur, Jaipur, India E-mail: ;
| | - Shubham Rana
- Department of Civil Engineering, MNIT Jaipur, Jaipur, India
| | - Rajveer Singh
- Department of Civil, Architectural and Environmental Engineering, Drexel University, Philadelphia, PA 19104, USA
| | - Patrick L Gurian
- Department of Civil, Architectural and Environmental Engineering, Drexel University, Philadelphia, PA 19104, USA
| | - Walter Betancourt
- Water and Energy Sustainable Technology Centre, University of Arizona, Tucson, AZ, USA
| | - Arun Kumar
- Department of Civil Engineering, IIT Delhi, Delhi, India
| | - Amit Kumar
- Department of Civil Engineering, MNIT Jaipur, Jaipur, India
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Li X, Cheng Z, Dang C, Zhang M, Zheng Y. Metagenomic and viromic data mining reveals viral threats in biologically treated domestic wastewater. ENVIRONMENTAL SCIENCE AND ECOTECHNOLOGY 2021; 7:100105. [PMID: 36160698 PMCID: PMC9488056 DOI: 10.1016/j.ese.2021.100105] [Citation(s) in RCA: 14] [Impact Index Per Article: 4.7] [Reference Citation Analysis] [Abstract] [Key Words] [Track Full Text] [Subscribe] [Scholar Register] [Received: 04/18/2021] [Revised: 06/02/2021] [Accepted: 06/02/2021] [Indexed: 05/07/2023]
Abstract
Activated sludge (AS), a common biological secondary treatment process in wastewater treatment plants (WWTPs), is known to remove a large spectrum of microorganisms. Yet little is known about its effect on the entire viral community. After compiling 3 Tbp of next-generation sequencing (NGS) metagenomic/viromic datasets consisted of 119 sub-datasets of influent, effluent, and AS samples from 27 WWTPs, viral removal efficacy is evaluated through data mining. The normalized abundance of viruses suggests effluents exhibit the highest viral prevalence (3.21 ± 3.26%, n = 13) followed by the AS (0.48 ± 0.25%, n = 57) and influents (0.23 ± 0.17%, n = 17). In contrast, plasmids, representing genetic element of bacteria, show higher average prevalence (0.73 ± 0.82%, n = 17) in influents than those of the AS (0.63 ± 0.26%, n = 57) and effluents (0.35 ± 0.42%, n = 13). Furthermore, the abundance-occupancy analysis identifies 142 core phage viruses and 17 non-phages core viruses, including several pathogenic viruses in the AS virome. The persistent occurrence of pathogenic viruses, coupled with non-favorable virus removal by the AS treatment, reveals the hidden virus threats in biologically treated domestic wastewater. The mechanisms for why viruses persist and the possibility that WWTPs are potential hotspots for viral survival deserve attention.
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Affiliation(s)
- Xiang Li
- School of Environmental Science and Engineering, Southern University of Science and Technology, Shenzhen, 518055, China
- State Environmental Protection Key Laboratory of Integrated Surface Water-Groundwater Pollution Control, School of Environmental Science and Engineering, Southern University of Science and Technology, Shenzhen 518055, China
- Guangdong Provincial Key Laboratory of Soil and Groundwater Pollution Control, School of Environmental Science and Engineering, Southern University of Science and Technology, Shenzhen, 518055, China
| | - Zhanwen Cheng
- School of Environmental Science and Engineering, Southern University of Science and Technology, Shenzhen, 518055, China
| | - Chenyuan Dang
- School of Environmental Science and Engineering, Southern University of Science and Technology, Shenzhen, 518055, China
| | - Miao Zhang
- School of Environmental Science and Engineering, Southern University of Science and Technology, Shenzhen, 518055, China
| | - Yan Zheng
- School of Environmental Science and Engineering, Southern University of Science and Technology, Shenzhen, 518055, China
- State Environmental Protection Key Laboratory of Integrated Surface Water-Groundwater Pollution Control, School of Environmental Science and Engineering, Southern University of Science and Technology, Shenzhen 518055, China
- Guangdong Provincial Key Laboratory of Soil and Groundwater Pollution Control, School of Environmental Science and Engineering, Southern University of Science and Technology, Shenzhen, 518055, China
- Shenzhen Key Laboratory of Marine Archaea Geo-Omics, Department of Ocean Science and Engineering, Southern University of Science and Technology, Shenzhen, 518055, China
- Corresponding author. School of Environmental Science and Engineering, Southern University of Science and Technology, Shenzhen, 518055 China.
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Chacón L, Barrantes K, Santamaría-Ulloa C, Solano M, Reyes L, Taylor L, Valiente C, Symonds EM, Achí R. A Somatic Coliphage Threshold Approach To Improve the Management of Activated Sludge Wastewater Treatment Plant Effluents in Resource-Limited Regions. Appl Environ Microbiol 2020; 86:e00616-20. [PMID: 32591380 PMCID: PMC7440787 DOI: 10.1128/aem.00616-20] [Citation(s) in RCA: 11] [Impact Index Per Article: 2.8] [Reference Citation Analysis] [Abstract] [Key Words] [MESH Headings] [Grants] [Track Full Text] [Journal Information] [Subscribe] [Scholar Register] [Received: 03/12/2020] [Accepted: 06/06/2020] [Indexed: 11/20/2022] Open
Abstract
Effective wastewater management is crucial to ensure the safety of water reuse projects and effluent discharge into surface waters. Multiple studies have demonstrated that municipal wastewater treatment with conventional activated sludge processes is inefficient for the removal of a wide spectrum of viruses in sewage. In this study, a well-accepted statistical approach was used to investigate the relationship between viral indicators and human enteric viruses during wastewater treatment in a resource-limited region. Influent and effluent samples from five urban wastewater treatment plants (WWTPs) in Costa Rica were analyzed for somatic coliphage and human enterovirus, hepatitis A virus, norovirus genotypes I and II, and rotavirus. All WWTPs provide primary treatment followed by conventional activated sludge treatment prior to discharge into surface waters that are indirectly used for agricultural irrigation. The results revealed a statistically significant relationship between the detection of at least one of the five human enteric viruses and somatic coliphage. Multiple logistic regression and receiver operating characteristic curve analysis identified a threshold of 3.0 × 103 (3.5 log10) somatic coliphage PFU per 100 ml, which corresponded to an increased likelihood of encountering enteric viruses above the limit of detection (>1.83 × 102 virus targets/100 ml). Additionally, quantitative microbial risk assessment was executed for farmers indirectly reusing WWTP effluent that met the proposed threshold. The resulting estimated median cumulative annual disease burden complied with World Health Organization recommendations. Future studies are needed to validate the proposed threshold for use in Costa Rica and other regions.IMPORTANCE Effective wastewater management is crucial to ensure safe direct and indirect water reuse; nevertheless, few countries have adopted the virus log reduction value management approach established by the World Health Organization. In this study, we investigated an alternative and/or complementary approach to the virus log reduction value framework for the indirect reuse of activated sludge-treated wastewater effluent. Specifically, we employed a well-accepted statistical approach to identify a statistically sound somatic coliphage threshold value which corresponded to an increased likelihood of human enteric virus detection. This study demonstrates an alternative approach to the virus log reduction value framework which can be applied to improve wastewater reuse practices and effluent management.
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Affiliation(s)
- Luz Chacón
- Health Sciences Research Institute (Instituto de Investigaciones en Salud [INISA]), Universidad de Costa Rica, Montes de Oca, Costa Rica
| | - Kenia Barrantes
- Health Sciences Research Institute (Instituto de Investigaciones en Salud [INISA]), Universidad de Costa Rica, Montes de Oca, Costa Rica
| | - Carolina Santamaría-Ulloa
- Health Sciences Research Institute (Instituto de Investigaciones en Salud [INISA]), Universidad de Costa Rica, Montes de Oca, Costa Rica
| | - Melissa Solano
- Health Sciences Research Institute (Instituto de Investigaciones en Salud [INISA]), Universidad de Costa Rica, Montes de Oca, Costa Rica
| | - Liliana Reyes
- Health Sciences Research Institute (Instituto de Investigaciones en Salud [INISA]), Universidad de Costa Rica, Montes de Oca, Costa Rica
| | - Lizeth Taylor
- College of Microbiology (Facultad de Microbiología), Universidad de Costa Rica, Montes de Oca, Costa Rica
| | - Carmen Valiente
- National Water Laboratory (Laboratorio Nacional de Aguas), Costa Rican Institute of Aqueducts and Sewerage (Instituto Costarricense de Acueductos y Alcantarillados), Tres Ríos, Costa Rica
| | - Erin M Symonds
- College of Marine Science, University of South Florida, St. Petersburg, Florida, USA
| | - Rosario Achí
- Health Sciences Research Institute (Instituto de Investigaciones en Salud [INISA]), Universidad de Costa Rica, Montes de Oca, Costa Rica
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Kittigul L, Rupprom K, Che‐arsae M, Pombubpa K, Thongprachum A, Hayakawa S, Ushijima H. Occurrence of noroviruses in recycled water and sewage sludge: emergence of recombinant norovirus strains. J Appl Microbiol 2019; 126:1290-1301. [DOI: 10.1111/jam.14201] [Citation(s) in RCA: 12] [Impact Index Per Article: 2.4] [Reference Citation Analysis] [Track Full Text] [Journal Information] [Subscribe] [Scholar Register] [Received: 11/14/2018] [Revised: 12/31/2018] [Accepted: 01/08/2019] [Indexed: 11/26/2022]
Affiliation(s)
- L. Kittigul
- Department of Microbiology Faculty of Public Health Mahidol University Bangkok Thailand
| | - K. Rupprom
- Department of Microbiology Faculty of Public Health Mahidol University Bangkok Thailand
| | - M. Che‐arsae
- Department of Microbiology Faculty of Public Health Mahidol University Bangkok Thailand
| | - K. Pombubpa
- Department of Microbiology Faculty of Public Health Mahidol University Bangkok Thailand
| | - A. Thongprachum
- Faculty of Public Health Chiang Mai University Chiang Mai Thailand
| | - S. Hayakawa
- Division of Microbiology Department of Pathology and Microbiology Nihon University School of Medicine Tokyo Japan
| | - H. Ushijima
- Division of Microbiology Department of Pathology and Microbiology Nihon University School of Medicine Tokyo Japan
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Gerba CP, Betancourt WQ, Kitajima M, Rock CM. Reducing uncertainty in estimating virus reduction by advanced water treatment processes. WATER RESEARCH 2018; 133:282-288. [PMID: 29407709 DOI: 10.1016/j.watres.2018.01.044] [Citation(s) in RCA: 64] [Impact Index Per Article: 10.7] [Reference Citation Analysis] [Abstract] [Key Words] [MESH Headings] [Track Full Text] [Subscribe] [Scholar Register] [Received: 11/17/2017] [Revised: 01/18/2018] [Accepted: 01/19/2018] [Indexed: 05/21/2023]
Abstract
Treatment of wastewater for potable reuse requires the reduction of enteric viruses to levels that pose no significant risk to human health. Advanced water treatment trains (e.g., chemical clarification, reverse osmosis, ultrafiltration, advanced oxidation) have been developed to provide reductions of viruses to differing levels of regulatory control depending upon the levels of human exposure and associated health risks. Importance in any assessment is information on the concentration and types of viruses in the untreated wastewater, as well as the degree of removal by each treatment process. However, it is critical that the uncertainty associated with virus concentration and removal or inactivation by wastewater treatment be understood to improve these estimates and identifying research needs. We reviewed the critically literature to assess to identify uncertainty in these estimates. Biological diversity within families and genera of viruses (e.g. enteroviruses, rotaviruses, adenoviruses, reoviruses, noroviruses) and specific virus types (e.g. serotypes or genotypes) creates the greatest uncertainty. These aspects affect the methods for detection and quantification of viruses and anticipated removal efficiency by treatment processes. Approaches to reduce uncertainty may include; 1) inclusion of a virus indicator for assessing efficiency of virus concentration and detection by molecular methods for each sample, 2) use of viruses most resistant to individual treatment processes (e.g. adenoviruses for UV light disinfection and reoviruses for chlorination), 3) data on ratio of virion or genome copies to infectivity in untreated wastewater, and 4) assessment of virus removal at field scale treatment systems to verify laboratory and pilot plant data for virus removal.
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Affiliation(s)
- Charles P Gerba
- University of Arizona, Water & Energy Sustainable Technology (WEST) Center, 2959 W. Calle Agua Nueva, Tucson, AZ 85745, USA.
| | - Walter Q Betancourt
- University of Arizona, Water & Energy Sustainable Technology (WEST) Center, 2959 W. Calle Agua Nueva, Tucson, AZ 85745, USA.
| | - Masaaki Kitajima
- Division of Environmental Engineering, Faculty of Engineering, Hokkaido University, Sapporo, Hokkaido, Japan.
| | - Channah M Rock
- University of Arizona, Department of Soil, Water and Environmental Science, Maricopa Agricultural Center, 37860, W. Smith-Enke Road, Maricopa, AZ 85138, USA.
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Sapovirus in Wastewater Treatment Plants in Tunisia: Prevalence, Removal, and Genetic Characterization. Appl Environ Microbiol 2018; 84:AEM.02093-17. [PMID: 29305515 DOI: 10.1128/aem.02093-17] [Citation(s) in RCA: 24] [Impact Index Per Article: 4.0] [Reference Citation Analysis] [Abstract] [Key Words] [Track Full Text] [Journal Information] [Subscribe] [Scholar Register] [Received: 09/21/2017] [Accepted: 12/28/2017] [Indexed: 01/04/2023] Open
Abstract
Sapovirus (SaV), from the Caliciviridae family, is a genus of enteric viruses that cause acute gastroenteritis. SaV is shed at high concentrations with feces into wastewater, which is usually discharged into aquatic environments or reused for irrigation without efficient treatments. This study analyzed the incidence of human SaV in four wastewater treatment plants from Tunisia during a period of 13 months (December 2009 to December 2010). Detection and quantification were carried out using reverse transcription-quantitative PCR (RT-qPCR) methods, obtaining a prevalence of 39.9% (87/218). Sixty-one positive samples were detected in untreated water and 26 positive samples in processed water. The Dekhila plant presented the highest contamination levels, with a 63.0% prevalence. A dominance of genotype I.2 was observed on 15 of the 24 positive samples that were genetically characterized. By a Bayesian estimation algorithm, the SaV density in wastewater was estimated using left-censored data sets. The mean value of log SaV concentration in untreated wastewater ranged between 2.7 and 4.5 logs. A virus removal efficiency of 0.2 log was calculated for the Dekhila plant as the log ratio posterior distributions between untreated and treated wastewater. Multiple quantitative values obtained in this study must be available in quantitative microbial risk assessment in Tunisia as parameter values reflecting local conditions.IMPORTANCE Human sapovirus (SaV) is becoming more prevalent worldwide and organisms in this genus are recognized as emerging pathogens associated with human gastroenteritis. The present study describes novel findings on the prevalence, seasonality, and genotype distribution of SaV in Tunisia and Northern Africa. In addition, a statistical approximation using Bayesian estimation of the posterior predictive distribution ("left-censored" data) was employed to solve methodological problems related with the limit of quantification of the quantitative PCR (qPCR). This approach would be helpful for the future development of quantitative microbial risk assessment procedures for wastewater.
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Carvajal G, Branch A, Sisson SA, Roser DJ, van den Akker B, Monis P, Reeve P, Keegan A, Regel R, Khan SJ. Virus removal by ultrafiltration: Understanding long-term performance change by application of Bayesian analysis. WATER RESEARCH 2017; 122:269-279. [PMID: 28609730 DOI: 10.1016/j.watres.2017.05.057] [Citation(s) in RCA: 9] [Impact Index Per Article: 1.3] [Reference Citation Analysis] [Abstract] [Key Words] [MESH Headings] [Track Full Text] [Subscribe] [Scholar Register] [Received: 03/02/2017] [Revised: 05/01/2017] [Accepted: 05/28/2017] [Indexed: 05/24/2023]
Abstract
Ultrafiltration is an effective barrier to waterborne pathogens including viruses. Challenge testing is commonly used to test the inherent reliability of such systems. Performance validation seeks to demonstrate the adequate reliability of the treatment system. Appropriate and rigorous data analysis is an essential aspect of validation testing. In this study we used Bayesian analysis to assess the performance of a full-scale ultrafiltration system which was validated and revalidated after five years of operation. A hierarchical Bayesian model was used to analyse a number of similar ultrafiltration membrane skids working in parallel during the two validation periods. This approach enhanced our ability to obtain accurate estimations of performance variability, especially when the sample size of some system skids was limited. This methodology enabled the quantitative estimation of uncertainty in the performance parameters and generation of predictive distributions incorporating those uncertainties. The results indicated that there was a decrease in the mean skid performance after five years of operation of approximately 1 log reduction value (LRV). Interestingly, variability in the LRV also reduced, with standard deviations from the revalidation data being decreased by a mean 0.37 LRV compared with the original validation data. The model was also useful in comparing the operating performance of the various parallel skids within the same year. Evidence of differences was obtained in 2015 for one of the membrane skids. A hierarchical Bayesian analysis of validation data provides robust estimations of performance and the incorporation of probabilistic analysis which is increasingly important for comprehensive quantitative risk assessment purposes.
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Affiliation(s)
- Guido Carvajal
- UNSW Water Research Centre, School of Civil & Environmental Engineering, University of New South Wales, New South Wales, 2052, Australia.
| | - Amos Branch
- UNESCO Centre for Membrane Science and Technology, University of New South Wales, New South Wales, 2052, Australia.
| | - Scott A Sisson
- School of Mathematics & Statistics, University of New South Wales, New South Wales, 2052, Australia.
| | - David J Roser
- UNSW Water Research Centre, School of Civil & Environmental Engineering, University of New South Wales, New South Wales, 2052, Australia.
| | - Ben van den Akker
- Department of Environmental Health, School of Environment, Flinders University, Adelaide, South Australia, 5042, Australia; Australian Water Quality Centre, Adelaide, South Australia, 5000, Australia.
| | - Paul Monis
- South Australian Water Corporation, South Australia, 5000, Australia.
| | - Petra Reeve
- South Australian Water Corporation, South Australia, 5000, Australia.
| | - Alexandra Keegan
- South Australian Water Corporation, South Australia, 5000, Australia.
| | - Rudi Regel
- South Australian Water Corporation, South Australia, 5000, Australia.
| | - Stuart J Khan
- UNSW Water Research Centre, School of Civil & Environmental Engineering, University of New South Wales, New South Wales, 2052, Australia.
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Kobayashi N, Oshiki M, Ito T, Segawa T, Hatamoto M, Kato T, Yamaguchi T, Kubota K, Takahashi M, Iguchi A, Tagawa T, Okubo T, Uemura S, Harada H, Motoyama T, Araki N, Sano D. Removal of human pathogenic viruses in a down-flow hanging sponge (DHS) reactor treating municipal wastewater and health risks associated with utilization of the effluent for agricultural irrigation. WATER RESEARCH 2017; 110:389-398. [PMID: 28038763 DOI: 10.1016/j.watres.2016.10.054] [Citation(s) in RCA: 13] [Impact Index Per Article: 1.9] [Reference Citation Analysis] [Abstract] [Key Words] [MESH Headings] [Track Full Text] [Subscribe] [Scholar Register] [Received: 03/13/2016] [Revised: 10/18/2016] [Accepted: 10/21/2016] [Indexed: 06/06/2023]
Abstract
A down-flow hanging sponge (DHS) reactor has been developed as a cost-effective wastewater treatment system that is adaptable to local conditions in low-income countries. A pilot-scale DHS reactor previously demonstrated stable reduction efficiencies for chemical oxygen demand (COD) and ammonium nitrogen over a year at ambient temperature, but the pathogen reduction efficiency of the DHS reactor has yet to be investigated. In the present study, the reduction efficiency of a pilot-scale DHS reactor fed with municipal wastewater was investigated for 10 types of human pathogenic viruses (norovirus GI, GII and GIV, aichivirus, astrovirus, enterovirus, hepatitis A and E viruses, rotavirus, and sapovirus). DHS influent and effluent were collected weekly or biweekly for 337 days, and concentrations of viral genomes were determined by microfluidic quantitative PCR. Aichivirus, norovirus GI and GII, enterovirus, and sapovirus were frequently detected in DHS influent, and the log10 reduction (LR) of these viruses ranged from 1.5 to 3.7. The LR values for aichivirus and norovirus GII were also calculated using a Bayesian estimation model, and the average LR (±standard deviation) values for aichivirus and norovirus GII were estimated to be 1.4 (±1.5) and 1.8 (±2.5), respectively. Quantitative microbial risk assessment was conducted to calculate a threshold reduction level for norovirus GII that would be required for the use of DHS effluent for agricultural irrigation, and it was found that LRs of 2.6 and 3.7 for norovirus GII in the DHS effluent were required in order to not exceed the tolerable burden of disease at 10-4 and 10-6 disability-adjusted life years loss per person per year, respectively, for 95% of the exposed population during wastewater reuse for irrigation.
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Affiliation(s)
- Naohiro Kobayashi
- Department of Civil Engineering, National Institute of Technology, Nagaoka College, 888 Nishikatakaimachi, Nagaoka, Niigata, 940-0834, Japan
| | - Mamoru Oshiki
- Department of Civil Engineering, National Institute of Technology, Nagaoka College, 888 Nishikatakaimachi, Nagaoka, Niigata, 940-0834, Japan.
| | - Toshihiro Ito
- Division of Environmental Engineering, Faculty of Engineering, Hokkaido University, North 13, West-8, Sapporo, Hokkaido, 060-8628, Japan
| | - Takahiro Segawa
- Transdisciplinary Research Integration Center, 4-3-13 Toranomon, Minato-ku, Tokyo, Japan; Transdisciplinary Research Integration Center, National Institute of Polar Research, Japan
| | - Masashi Hatamoto
- Department of Environmental Systems Engineering, Nagaoka University of Technology, 1603-1 Kamitomioka, Nagaoka, Niigata, 940-2188, Japan
| | - Tsuyoshi Kato
- Department of Computer Science, Gunma University, 3-39-22 Syowamachi, Maebashi, Gunma, 371-8511, Japan
| | - Takashi Yamaguchi
- Department of Science of Technology Innovation, Nagaoka University of Technology, 1603-1 Kamitomioka, Nagaoka, Niigata, 940-2188, Japan
| | - Kengo Kubota
- Department of Civil and Environmental Engineering, Tohoku University, 6-6-06 Aoba, Aramaki, Aoba-ku, Sendai, Miyagi, 980-8579, Japan
| | - Masanobu Takahashi
- New Industry Creation Hatchery Center (NICHe), Tohoku University, 6-6-06 Aoba, Aramaki, Aoba-ku, Sendai, Miyagi, 980-8579, Japan
| | - Akinori Iguchi
- Faculty of Applied Life Sciences, Niigata University of Pharmacy and Applied Life Sciences, 265-1 Higashiyama, Akiba-ku, Niigata, 956-0841, Japan
| | - Tadashi Tagawa
- Department of Civil Engineering, National Institute of Technology, Kagawa College, 355 Chokushicho, Takamatsu, Kagawa, 761-8058, Japan
| | - Tsutomu Okubo
- Department of Civil Engineering, National Institute of Technology, Kisarazu College, 2-11-1 Kiyomidaihigashi, Kisarazu, Chiba, 292-0041, Japan
| | - Shigeki Uemura
- Department of Civil Engineering, National Institute of Technology, Kisarazu College, 2-11-1 Kiyomidaihigashi, Kisarazu, Chiba, 292-0041, Japan
| | - Hideki Harada
- New Industry Creation Hatchery Center (NICHe), Tohoku University, 6-6-06 Aoba, Aramaki, Aoba-ku, Sendai, Miyagi, 980-8579, Japan
| | - Toshiki Motoyama
- Department of Civil Engineering, National Institute of Technology, Nagaoka College, 888 Nishikatakaimachi, Nagaoka, Niigata, 940-0834, Japan
| | - Nobuo Araki
- Department of Civil Engineering, National Institute of Technology, Nagaoka College, 888 Nishikatakaimachi, Nagaoka, Niigata, 940-0834, Japan
| | - Daisuke Sano
- Division of Environmental Engineering, Faculty of Engineering, Hokkaido University, North 13, West-8, Sapporo, Hokkaido, 060-8628, Japan
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