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Effectiveness of Disinfecting Wastewater Treatment Plant Discharges : Case of Chemical Disinfection Using Performic Acid.
- Format:
- Book
- Author/Creator:
- Rocher, Vincent, author.
- Language:
- English
- Subjects (All):
- Water--Purification--Technological innovations.
- Water.
- Physical Description:
- 1 online resource (261 pages)
- Edition:
- 1st ed.
- Other Title:
- Effectiveness of Disinfecting Wastewater Treatment Plant Discharges
- Place of Publication:
- London : IWA Publishing, 2021.
- Summary:
- Preface ContributorsGeneral introductionSection 1: Effectiveness of Chemical Disinfection at the Laboratory ScaleChapter 1: Laboratory scale study of wastewater disinfection by means of PFA and the factors affecting its effectivenessChapter 2: Fecal bacteria regrowth and viability after disinfection with PFAChapter 3: Impact of PFA on organic.
- Contents:
- Cover
- Contents
- Preface
- Contributors
- General introduction
- Section 1: Effectiveness of Chemical Disinfection at the Laboratory Scale
- Chapter 1: Laboratory scale study of wastewater disinfection by means of PFA and the factors affecting its effectiveness
- 1.1 INTRODUCTION
- 1.2 TRIAL METHODS USED AT THE LABORATORY SCALE
- 1.2.1 PFA preparation method
- 1.2.1.1 PFA titration method
- 1.2.1.2 Decay kinetics at different temperatures of PFA produced at the laboratory scale
- 1.2.1.3 Description of an experimental PFA disinfection method at the laboratory scale
- 1.3 COMPARISON OF PFA DISINFECTION EFFECTIVENESS WITH OTHER CHEMICALS
- 1.3.1 Description of the experiments performed
- 1.3.1.1 Effectiveness of PFA, PAA and hypochlorite on SEV WWTP discharge
- 1.4 INFLUENCE OF PFA DOSE ON THE EFFECTIVENESS OF FECAL BACTERIA REMOVAL
- 1.4.1 Description of the experiments performed on SEV WWTP discharge
- 1.4.1.1 Chart of PFA effectiveness for the SEV WWTP discharge
- 1.5 INFLUENCE OF WWTP DISCHARGE QUALITY ON FECAL BACTERIA REMOVAL
- 1.5.1 Normalization of the PFA effectiveness to the SEV WWTP discharge quality
- 1.5.2 Investigation of the role of TSS in the variability of PFA effectiveness
- 1.5.2.1 Description of the specific experiments performed to investigate the role of TSS
- 1.5.2.2 Effectiveness of PFA disinfection at increasing TSS concentration in SEV WWTP discharge
- 1.6 IMPACT OF PFA APPLICATION IN PARTIALLY TREATED WASTEWATER ON PFA DOSE REQUIREMENTS
- 1.6.1 Description of disinfection experiments performed in raw and settled wastewater
- 1.6.2 PFA effectiveness in removing fecal bacteria in raw and settled wastewater
- 1.7 PFA EFFECTIVENESS IN REMOVING OTHER MICROORGANISMS
- Key Points
- Chapter 2: Fecal bacteria regrowth and viability after disinfection with PFA
- 2.1 INTRODUCTION.
- 2.2 EXPERIMENTAL DESCRIPTION
- 2.2.1 Fecal bacteria regrowth after PFA disinfection
- 2.2.2 Viability tests
- 2.3 RESULTS
- 2.3.1 Regrowth kinetics
- 2.3.2 Fecal bacteria viability after disinfection with PFA
- Key points
- Chapter 3: Impact of PFA on organic matter and post-injection consequences
- 3.1 INTRODUCTION
- 3.2 IMPACT OF PFA ON THE SOLUBLE ORGANIC MATRIX
- 3.2.1 Increase in dissolved organic carbon concentration
- 3.2.2 Modifications to dissolved organic matter quality, as monitored by 3D fluorescence spectroscopy
- 3.2.2.1 Experimental description
- 3.2.2.2 Results
- 3.3 STUDY OF PFA INSTABILITY AFTER INJECTION
- 3.3.1 PFA degradation kinetics in WWTP discharge and surface water
- 3.3.1.1 Experimental description
- 3.3.1.2 Long-term degradation kinetics in WWTP discharge and surface water
- 3.3.1.3 Short-term degradation kinetics in WWTP discharge in the presence of fecal bacteria
- 3.3.2 Analysis and fate of PFA degradation byproducts
- Chapter 4: The fate of micropollutants and byproduct formation during the disinfection of WWTP discharge by PFA
- 4.1 INTRODUCTION
- 4.2 TARGETED SCREENING OF DISINFECTION BYPRODUCTS
- 4.2.1 Experimental description
- 4.2.2 Adsorbable organic halogens (AOX) analysis
- 4.2.3 Halogenated DBP analysis
- 4.2.4 N-nitrosamine analysis
- 4.2.5 Impact of PFA on AOX and halogenated DBP formation in WWTP discharge
- 4.2.6 Impact of PFA on N-nitrosamine formation in WWTP discharge
- 4.3 NON-TARGETED INVESTIGATION OF MICROPOLLUTANTS DURING PFA DISINFECTION
- 4.3.1 Experimental description
- 4.3.2 Suspect screening
- 4.3.3 Fate of micropollutants: bulk characterization by non-targeted screening
- 4.3.4 Identification and fate of micropollutants characterized by suspect screening
- Key points.
- Section 2: Effectiveness of the Chemical Disinfection Process at Full Scale (Seine Valenton WWTP)
- Chapter 1: Technical description of the industrial trials conducted at Seine Valenton WWTP
- 1.2 PRESENTATION OF THE SEINE VALENTON WWTP
- 1.3 PRESENTATION OF PFA DISINFECTION BY APPLICATION OF THE KEMIRA KEMCONNECT DEX TECHNOLOGY
- 1.4 DESIGN OF THE INDUSTRIAL-SCALE TRIALS
- 1.4.1 Applicable PFA disinfection conditions
- 1.4.2 Sampling methodology
- 1.5 ANALYTICAL PARAMETERS MONITORED
- Chapter 2: In situ monitoring of fecal bacteria at the Seine Valenton WWTP using ALERT rapid microbiology instrumentation (Fluidion®)
- 2.1 INTRODUCTION
- 2.2 EXPERIMENTAL DESCRIPTION
- 2.2.1 Description of the ALERT technology
- 2.2.2 Laboratory reference method
- 2.2.3 Study design
- 2.3 RESULTS OF A SIDE-BY-SIDE LABORATORY COMPARISON
- 2.4 COMPARISON OF IN SITU RESULTS ON WWTP EFFLUENT DISINFECTION
- Chapter 3: Effectiveness of PFA disinfection implemented at full scale (Seine Valenton WWTP)
- 3.2 EFFECTIVENESS OF PFA DISINFECTION APPLIED TO SEV WWTP DISCHARGE
- 3.2.1 Fecal bacteria removal achieved during the industrial-scale trials at SEV WWTP
- 3.2.2 Daily variations in fecal bacteria concentrations and impact on the PFA disinfection effectiveness
- 3.2.2.1 Evaluation of hourly PFA disinfection performance
- 3.2.2.2 Focus on key operating parameters
- 3.2.3 Impact of PFA on other types of pathogens
- 3.2.4 Influence of WWTP effluent quality on fecal bacteria removal
- 3.2.4.1 Impact of SEV WWTP treatment degradation on disinfection effectiveness
- 3.2.4.2 Normalization of PFA effectiveness to the SEV WWTP discharge quality
- 3.3 MATHEMATICAL CORRELATION
- 3.3.1 Model construction and validation
- 3.3.2 Main results.
- 3.4 INTERACTIONS BETWEEN PFA AND THE PHYSICOCHEMICAL QUALITY OF SEV WWTP DISCHARGE
- 3.4.1 Impact of PFA on conventional quality parameters
- 3.4.2 Production of disinfection byproducts caused by PFA
- Section 3: Assessment of the Eco-Toxicological Effects of Disinfection Processes on the Seine River
- Chapter 1: Description of the biological models used to monitor water quality
- 1.1 DESCRIPTION OF THE BIOLOGICAL PANELS USED TO ASSESS GENERAL TOXICITY
- 1.1.1 General toxicity in the bacterial model
- 1.1.2 General toxicity in the yeast model
- 1.1.3 General toxicity in the fungal model
- 1.1.4 Statement of results
- 1.2 DESCRIPTION OF THE BIOLOGICAL PANELS USED TO ASSESS ENDOCRINE DISRUPTION
- 1.2.1 Description of biological panels
- 1.2.2 Physiological states of applied biological models
- 1.2.3 Statement of results
- Chapter 2: Biological models applied to the case of chemical disinfection using PFA
- 2.1 TOXICITY ASSESSMENT AT THE LABORATORY SCALE
- 2.1.1 Description of the experimental approach
- 2.1.2 Estimation of general toxicity
- 2.1.2.1 General toxicity in the bacterial model
- 2.1.2.2 General toxicity in the yeast model
- 2.1.2.3 General toxicity in the fungal model
- 2.1.3 Estimation of endocrine disruption
- 2.1.3.1 Thyroid disruption
- 2.1.3.2 Estrogenic disruption
- 2.1.3.3 Androgenic disruption
- 2.2 TOXICITY ASSESSMENT AT THE INDUSTRIAL SCALE
- 2.2.1 Estimation of general toxicity in the Seine River
- 2.2.1.1 Bacterial tests
- 2.2.1.2 Yeast tests
- 2.2.1.3 Fungal tests
- 2.2.2 Estimation of endocrine disruption in the Seine River
- 2.2.2.1 Thyroid disruption
- 2.2.2.2 Estrogenic disruption
- Section 4: Feedback from other Municipalities on the use of Chemical Disinfection with PFA
- Chapter 1: Case of Biarritz (France)
- 1.2 MATERIALS AND METHODS.
- 1.2.1 Presentation of the Marbella WWTP
- 1.2.2 Sampling points and bacteria removal determination
- 1.2.3 Evaluation of the environmental impact of disinfected effluent
- 1.2.3.1 Ecological inventory at the outfall of the WWTP discharge pipe
- 1.2.3.2 Monitoring of a bio-indicator: common mold
- 1.3 EFFECTIVENESS OF FECAL BACTERIA DISINFECTION
- 1.4 ENVIRONMENTAL IMPACT OF THE DISINFECTED EFFLUENT
- 1.4.1 Ecological inventory at the outfall of the WWTP discharge pipe
- 1.4.2 Monitoring of a bio-indicator: common mold
- 1.4.2.1 Morphological parameters
- 1.4.2.2 Genetic analysis
- Chapter 2: Case of Venice (Italy)
- 2.1.1 The initial context
- 2.1.2 Disinfection methods in VERITAS
- 2.2 MATERIALS AND METHODS
- 2.2.1 Studies and the WWTPs
- 2.2.2 Sampling methods
- 2.2.3 Data processing
- 2.3.1 Experimental set-up
- 2.3.2 Effectiveness
- 2.3.3 Reuse goal
- 2.3.4 Compliance over time
- 2.3.5 Quality impacts
- 2.3.6 Protection outcomes and economic evaluations
- General conclusion
- References
- List of Figures
- List of Tables.
- Notes:
- Description based on publisher supplied metadata and other sources.
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