) biofilm bacterial community structure. Biofilm bacterial community response to an experimental discolouration event in a pilot- scale water distribution.

Slides:



Advertisements
Similar presentations
Irene Seco Manuel Gómez Alma Schellart Simon Tait Erosion resistance and behaviour of highly organic in-sewer sediment 7th International Conference on.
Advertisements

XXX Pipeline Corrosion R&D at NIST Richard E. Ricker Metallurgy Division Materials Performance Group Materials Science and Engineering Laboratory National.
The effect of raindrop impacted flow on sediment composition.
Biofilm bacterial diversity: Association with disease severity in contact lens related keratitis L. Wiley1, M. Mcallister1, L.A. Wiley2, T. Elliott2, D.
Bruno Basso Dept. Crop, Forest and Environmental Sciences University of Basilicata, Italy Contacts Joe T Ritchie: Bruno Basso :
WORKPACKAGE 2.5: Potential risks associated with strategies DELIVERABLE 2.5.6: Data on how bacterial interactions contribute to (i) biofilm formation ability.
Results – climatic variables Temperature:  Local average air temperatures over have significantly increased during March, April and May in Fermoy.
Dynamics of a Colloidal Glass During Stress-Mediated Structural Arrest (“Relaxation in Reverse”) Dynamics of a Colloidal Glass During Stress-Mediated Structural.
ACTIVITY 2: SIZE AND SCALE MATTER! Original drawings by John Tenniel.
Introduction Subalpine meadows play a crucial role in species diversity, supporting many endangered species of plant and wildlife. Subalpine meadows play.
Water Quality & Intermittent Water Supplies Dr. Nawal Sunna’ Water Authority, Ministry of Water & Irrigation Amman, Jordan Consultation on Minimum Household.
Cost of Unneeded Protein in E.coli is Reduced after Several Generations in Exponential Growth Irit Shachrai,Alon Zaslaver,Uri Alon, and Erez Dekel Murugappan.
Results Bacteria were detected at 10 3 cells/g in un-injected controls, but none were Salmonella sp. Salmonella recovery from injected controls exceeded.
Hydrometallurgy Conference Indigenous microorganism strains as bio- extractants of Ca, Fe and Mg from metallurgical and mine drainages By E. Fosso.
New regimes and phase transitions in channeled granular flows Renaud Delannay P. RichardA. ValanceN. Brodu Newton Institute Dense Granular Flows 2013.
PRESENTER: IP MOLOBELA MAY 10,2011. Microbial biofilms and their impact in the water industry College of Science, Engineering and Technology Civil and.
Potable water pipe-wall biofilm bacterial community response to conditioning shear stress and a hydraulic disturbance in a full-scale pipe loop facility.
Abstract/Background Worldwide, corrosion of drinking water pipes and build-up of scales on the interior pipe wall impacts both the quality and quantity.
New York City Department of Environmental Protection Bureau of Water Supply Water Quality Bio-Stability of New York City’s Distribution Water Authors:
Biofilm Growth in Rat Water Bottles Liz Ericson, Stephanie Fisk, Terri Lechtenberg, & Matt Lucas Materials and Methods Three plastic water bottles that.
Evaluating Scour Potential in Stormwater Catchbasin Sumps Using a Full-Scale Physical Model and CFD Modeling Humberto Avila Universidad del Norte, Department.
A National Science Foundation Engineering Research Center in the MSU College of Engineering Center for Biofilm Engineering Bias is defined as the systematic.
Measurement and modeling of hydrogenic retention in molybdenum with the DIONISOS experiment G.M. Wright University of Wisconsin-Madison, FOM – Institute.
Introduction Nitrogen is one of the most essential nutrients for plant growth and development. However, plants are unable to use nitrogen in its natural.
Nutrients and Microbial Communities in Extreme Environments Christie Sabin Mentors: Amisha Poret-Peterson Ariel Anbar University of Arizona April 21, 2012.
Diversity of bacteria associated with Montastraea spp. across sea water quality gradient in the United States Virgin Islands S. Arora, M.E. Brandt, N.
Understanding Instream Flow Incremental Methodology (IFIM) Joey Kleiner.
基本建设局 Bureau of Capital Construction, CAS Institute of Tibetan Plateau Research, CAS 投资处 Yongqin Liu, Tandong Yao,
Montecito Sanitary District Ocean Outfall Study Carter Ohlmann 1, Trish Holden 1, Libe Washburn 1, Laurie Van De Werfhorst 1, Bram Sercu 1, Cindy Wu 2,
Results Phenylalanine (Figure 1A) P. aeruginosa grew logarithmically in the presence of phenylalanine. P. aeruginosa increased 100 fold over 10 days in.
Field Application of a Genetically Engineered Microorganism for Polycyclic Aromatic Hydrocarbon Bioremediation Process Monitoring and Control.
Overnight growth of samples E. coli, S. aureus, P. aeruginosa and B. cereus Visual Density check Dilute samples to match turbidity of MacFarlane Standards.
Approach: Samples were obtained from 4 different plots of land, each with a different land-use. The land uses that were examined were a grassland (hayed),
Particle Engineering: Building Structure for Functionality IFPRI Workshop June 14-15, 2013.
Outline Group Reading Quiz #2 on Thursday (covers week 5 & 6 readings Chromosome Territories Chromatin Organization –Histone H1 Mechanism of Transcription.
Diversity and quantification of candidate division SR1 in various anaerobic environments James P. Davis and Mostafa Elshahed Microbiology and Molecular.
Department of Aerospace Engineering and Mechanics, Hydrodynamic surface interactions of Escherichia coli at high concentration Harsh Agarwal, Jian Sheng.
Microbial biomass and community composition of a tallgrass prairie soil subjected to simulated global warming and clipping A. Belay-Tedla, M. Elshahed,
Michelle Anthony Khadija Lawrence. Gram-negative Rod shaped Pathogenic strains day/agriculture/images/e_coli.jpg.
Zeta Potential of Bacterial Cells: Effect of Wash Buffers Effect of Wash Buffers Wenfa NG and Yen-Peng TING * Department of Chemical and Biomolecular Engineering.
Influence of Twisting and Bending on the Jc and n-value of Multifilamentary MgB2 Strands Y. Yang 1,G. Li 1, M.D. Susner 2, M. Rindfleisch 3, M.Tomsic 3,
Sources of Bacteria and their Variability in Urban Watersheds Robert Pitt Cudworth Professor Urban Water Systems Department of Civil, Construction, and.
Diversity of Soil Microbes. Approaches for Assessing Diversity Microbial community Organism isolation Culture Nucleic acid extraction Molecular characterization.
Centre for Astrophysics Space- and time-dependent heating of solar coronal loops S. W. Higgins & R. W. Walsh
D E P A R T M E N T O F F O O D S C I E N C E F A C U L T Y O F L I F E S C I E N C E S U N I V E R S I T Y O F C O P E N H A G E N Growth Conditions Influence.
University of Essex BIODEEP-WP3 Analysis of species diversity, community structures and phylogeny of microorganisms and meiofauna in the Mediterranean.
CONVECTION : An Activity at Solid Boundary P M V Subbarao Associate Professor Mechanical Engineering Department IIT Delhi Identify and Compute Gradients.
Metagenomic survey of a biological tannery wastewater treatment plant in Modjo, Ethiopia Adey Feleke Desta*, Seyoum Leta***, Francesca Stomeo**, Joyce.
Iron Release from Unlined Cast Iron Pipes in Drinking Water Distribution Systems: Effect of Sulphate and Alkalinity Zi-long Mi, Xiao-jian Zhang, Chao Chen,
F A C U L T Y O F L I F E S C I E N C E S U N I V E R S I T Y O F C O P E N H A G E N Growth Conditions Influence Initial Adhesion and Cell Surface Characteristics.
Soil Microbiome of Native and Invasive Marsh Grasses in Blackbird Creek, Delaware Lathadevi K.Chintapenta 1#, Gulnihal Ozbay 1#, Venu Kalavacharla 1* Figure.
Microbiology of Sulfate- Reducing Passive Treatment Systems Amy Pruden 2, Sage R. Hiibel 1, Luciana P. Pereyra 2, Laura Y. Inmann 1, Nella Kashani 1, Kenneth.
Quantitative Phylogenetic Assessment of Microbial Communities in Diverse Environments Xinjun Zhang.
MICROBES INVOLVED IN CONCRETE SEWER PIPE CORROSION (title)
Redahegn Sileshi1, Robert Pitt2 , and Shirley Clark3
超臨界CO2在增強型地熱系統儲集層中取熱之研究-子計畫三 CO2在增強型地熱系統取熱模型之建構及效能分析
FUS, VAN and LZD injected twice (T0 and T12); DAP injected once (T0).
Bacteria Cultures Biotechnology II.
The effect of cisplatin on Ribosome Biogenesis
Using Biological Activity Reaction Tests (BART) to Monitor Microbially-Influenced Corrosion in Cast Iron Pipes Darlyce Simpson1, Steve Craik1 and Rasha.
dentistry deintyddiaeth SCHOOL K-3364 ysgol
Factors influencing the rate of corrosion
Modeling Nitrogen Metabolism in Yeast
Faculty of Engineering and Physical Sciences
Using Soil Moisture and Matric Potential Observations to Identify Subsurface Convergent Flow Pathways Qing Zhu, Henry Lin, and Xiaobo Zhou Dept . Crop.
The ribozyme approach distinguishes RNA-dependent and RNA-independent functions of lincRNA genes. The ribozyme approach distinguishes RNA-dependent and.
Analysis of the Water Distribution Network of
Mechanical Control of Bacterial Cell Shape
Fig. 1 Microbial diversity, abundance, and nitrification in the North Atlantic abyssal subseafloor. Microbial diversity, abundance, and nitrification in.
Toward Accurate and Quantitative Comparative Metagenomics
Presentation transcript:

) biofilm bacterial community structure. Biofilm bacterial community response to an experimental discolouration event in a pilot- scale water distribution system Cindy J. Smith 1 *, Rebecca L. Sharpe 1 and Joby B. Boxall 1 1 Pennine Water Group, Department of Civil and Structural Engineering, Sir Frederick Mappin Building, Mappin Street, University of Sheffield, Sheffield, S1 3JD, UK. *Discipline of Microbiology, School of Natural Science, NUI Galway, Ireland. * 1.Discolouration of potable water, due to fine insoluble particles, is a major cause for customer contacts to water companies. Within water distribution systems (WDS) pipe walls are sites for biofilm development and the accumulation of particulate material (Fig. 1). 2.The stability and amount of material accumulated is known to be influenced by the maximum shear stress exerted by the daily flow profile but the processes and mechanisms explicitly involved are poorly understood. Mobilisation of material into the bulk water occurs when shear stress exceed the conditioning values. The effect of shear stress on the development and mobilisation of biofilm bacterial communities unknown. 3.The internationally unique temperature controlled pipe-rig test facility at the University of Sheffield (Fig. 2) can be used to bridge the gap between field and bench scale studies by simulating field conditions in a controlled laboratory setting to determine the underpinning factors that contribute to discolouration and the role biofilm microorganisms play.. Fig. 1. Pipe wall biofilm development. Biofilm develops, trapping microorganisms and fine particles such as Mn and Fe. Increased shear stress above the daily conditioning shear results in mobilisation of material from the pipe wall and discolouration of drinking water. Fig. 2. The temperature controlled pipe loop test facility at the University of Sheffield. Excerpt the Pennine Water Group coupon (Deines et al., 2010), 52 coupons are inserted along the length of each loop to facilitate examination of the pipewall biofilm. AIM: To examine the response of WDS bacterial communities to an experimental discolouration event using the internationally unique pipe-loop test facility at the University of Sheffield (Fig. 2). OBJECTIVES: 1: To test the hypothesis that biofilm stability and bacterial community composition is influenced by the maximum conditioning shear stress of the water flowing through it. 2: Determine the affect of incremental shear stress flushing steps on biofilm bacterial community structure conditioned at three different shear stresses. Shear stress (N/m²) coupon removal Fig. 3: Schematic of mobilisation experiment. Incremental shear stress applied to each loop after 28 days biofilm development. SUMMARY 1: Loop 1, conditioned during the 28 day growth phase at the lowest shear stress (0.11 N/m2) resulted in the greatest amount of material associated with the pipe-wall is released into the bulk water as evidenced by the highest turbidity, Mn and DAPI cell counts of the three loops (Fig. 1). The increase in DAPI count cell numbers indicates that biological material is released into the bulk water during a discolouration event. 2: Neither the diverse bacterial community structure nor 16S rRNA gene copy numbers on the pipe-wall of the three loops varied significantly between loops or after the flushing event. In conclusion, pipe-wall material was mobilisied into the bulk water during the experimental discolouration event, the amount mobilised was influenced by the daily conditioning shear. Neither the conditioning shear stress or the incremental shear stress applied during the flushing altered the pipe-wall bacterial community structure. RESULTS References: Deines et al., 2010 Appl. Microbiol.Biotechnol. 87: ; Smith et al., 2005 FEMS Microbiol. Ecol. 54: ; Smith et al., 2006 Environ. Microbiol. 8: Results 3: Quantitative changes in 16S rRNA gene copy numbers from pipe wall pre- and post-flushing. Loop 1 Loop 2 Loop 3 4m 9m 52 coupons per loop Increasing shear stress INTRODUCTION Methods 28 day build up Table 1: Conditioning steady state shear stress conditions pipe wall biofilms were developed at for 28 days at 8°C. After 28 days, 5 coupons were taken from each loop, and bacterial community composition analyzed by T-RFLP. Mobilisation 3 coupons were removed from each loop at start and end of mobilisation event. Bacterial community diversity was examined by T-RFLP and 16S rRNA gene clone library analysis. Gene copy numbers were quantified by Q-PCR. Turbidity, Mn concentration and DAPI cell counts were measured in the water after each incremental increase in shear stress. Effect of conditioning shear stress on - i) Mobilisation of material from pipe wall 2D Stress: 0.08 ANOSIM analysis showed that conditioning shear stress had no effect on pipe wall biofilm community structure (R = 0.095, P = 0.2). Loop 1 Loop 2 Loop 3 Green line indicates 50% community similarity, based on Bray-Curtis index. Most material was mobilised from the loop conditioned at the lowest shear stress. Effect of conditioning shear stress on - ii) Pipe wall bacterial community structure Shear stress (N/m 2 ) Turbidity (NTU)

Fig. 5: (A-C) MDS analysis of T-RFLP data from loop 1, 2 & 3 respectively and (D) combined T-RFLP data from all 3 loops before & after flushing. ANOSIM analysis did not show any statistical difference in community structure before and after the flushing event for any loop. Results 2: Pipe-wall bacterial community structure pre- and post- flushing. Results 1: Mobilistation of pipe wall material into bulk water during flushing event Fig. 6: 16S rRNA gene copy numbers per mm 2 of pipe wall, quantified pre- and post-flushing for each loop. No statistical difference in gene copy numbers pre- and post- flushing was observed for any of the three loops (P < 0.05). Turbidity Fig. 4: Normalised increase in A) tubidity, B) manganese and C) DAPI cell counts in the bulk water after each flushing step for loop 1, 2 and 3. 2D Stress: 0.06 A. 2D Stress: 0.07 B. 2D Stress: 0.05 C. Flavobacterium sp. AKB-2008-JO41 L3B_ 12 (B1) L1B_ 17 (B1, A2) L3B _33 (B1) Uncultured bacterium caohai-58 L3B _30 (B1) Mycobacterium chelonae strain MC3 L2B_31 (B2) uncultured Hyphomicrobium sp. clone A5 L2B_24 (B1) L1B_3 (B4) Rhizobium etli, isolate PhyCEm-90 uncultured Rhizobium sp. clone 1P-2-L24 L2B_13 (B2) L3B_ 9 (B2, A2) L3A_ 23 (A1) L3B_37 (B2) Caulobacter vibrioides strain 212 L1A_ 8 (A2) uncultured bacterium clone GL_DU15 Bradyrhizobium sp. Is-D308 L3B_44 (B1) L2B_39 (B1) L3A _16 (A1) uncultured alpha proteobacterium AKB-2008-TA3A L2B_15 (B1) L3B_2 (B2) L2B_6 (B1, A1) L3B_40 (B1) Erythromicrobium ramosum strain DSM 8510 L1A_5 (A1) Sphingomonas sp. V1-2 L2b_30 (B1) L2B_25 (B1, A2) uncultured bacterium clone LW18m-1-60 L3B_4 (B1) uncultured bacterium clone 6S_2a02 L1A_31 (A1) L1B_29 (B2)_ Sphingomonas sp. Y57 L3B_21 (B1) L2B_20 (B1) L1A_38 (A1) L1A_18 (A1) Delftia acidovorans strain REG131 L1A 39 (A1) uncultured bacterium FATNRMAR041 L3B_18 (B1) L2B_28 (B1, A1) L1A_22 (A14) Acidovorax facilis strain 228 L1A_11 (A1) uncultured bacterium clone I4-40 Polaromonas sp. BAC41 L1A_32 (A1) L3B_5 (B1, A1) uncultured bacterium clone 1C L2B_16 (B2, A2) L1A_26 (A1) uncultured Methylibium sp.. L2B_38 (B1) L3B_16 (B3) L2B_18 (B2) uncultured bacterium A0640 L2 _B1 (B1) L1B_26 (A1) L2A35 (A1) L3B_38 (B1, A1) Cupriavidus basilensis Uncultured clone F3Boct.43 L2_B8 (B2) L2B_32 (B1) L1B_ 25 (B1, A1) Azospira sp. IHB B 2277 L3B_31 (B1, A1) Dechlorosoma suillum L2B_17 (B3) L1B _19 (B2) Pseudoxanthomonas japonensis L3B_8 (B3) L2A_6 (A6) Uncultured bacterium clone K46 L3B_17 (B4) L1A_1(A1) L2B_33 (B1, A1) Stenotrophomonas maltophilia R551-3 Uncultured bacterium clone lp93-1c02.w2k Uncultured bacterium Nera_L6-C1-T7 L3A_41 (A1) Legionella fallonii strain LLAP10 Nevskia ramosa strain OL1 Uncultured bacterium HOClCi73 DWDS L2_A21 (A5) L3B_45 (B2, A2) L1A_6 (B2) L1A _17 (A1) L3B_15 (B1) uncultured gamma proteobacteria _S L2A_3 (B1, A1) L1B_9 (B13,A4) L1B_1 (B11, A5) L2B_2 (B7, A3) L3B_1 (B14, A18) Pseudomonas trivialis Cf2F Pseudomonas fluorescens ATCC uncultured bacterium clone 50p7_2515 E. coli U γ-proteobacteria β-proteobacteria α- proteobacteria Flavobacteria Actinobacteria Holophage