|
|
|
|
LEADER |
00000cam a2200000 i 4500 |
001 |
EBOOKCENTRAL_ocn919516847 |
003 |
OCoLC |
005 |
20240329122006.0 |
006 |
m o d |
007 |
cr cnu---unuuu |
008 |
141108t20142014vau ob 000 0 eng |
040 |
|
|
|a Nz
|b eng
|e rda
|e pn
|c UV0
|d EBLCP
|d OCLCQ
|d COCUF
|d CNNOR
|d OCLCO
|d STF
|d LOA
|d OCLCF
|d CUY
|d MERUC
|d EZ9
|d ICG
|d ZCU
|d K6U
|d VT2
|d U3W
|d CNCEN
|d OCLCQ
|d G3B
|d LVT
|d S8J
|d S9I
|d TKN
|d D6H
|d DKC
|d OCLCQ
|d UKAHL
|d UX1
|d OCLCQ
|d YDXIT
|d OCLCO
|d N$T
|d OCLCQ
|d OCLCO
|d OCLCQ
|
019 |
|
|
|a 1055392752
|a 1081268995
|a 1101723193
|
020 |
|
|
|a 1780406894
|q electronic book
|
020 |
|
|
|a 9781780406893
|q (electronic bk.)
|
029 |
0 |
|
|a NZ1
|b 16091307
|
035 |
|
|
|a (OCoLC)919516847
|z (OCoLC)1055392752
|z (OCoLC)1081268995
|z (OCoLC)1101723193
|
050 |
|
4 |
|a TD745
|b .P467 2014
|
072 |
|
7 |
|a TQSW
|2 bicssc
|
072 |
|
7 |
|a ENV
|2 ukslc
|
072 |
|
7 |
|a TQSW
|2 thema
|
082 |
0 |
4 |
|a 628.4/3
|2 23
|
049 |
|
|
|a UAMI
|
100 |
1 |
|
|a Gu, April Z.,
|e author.
|
245 |
1 |
0 |
|a Phosphorus fractionation and removal in wastewater treatment :
|b implications for minimizing effluent phosphorus /
|c by April Z. Gu, Lei Liu, Annalisa Onnis-Hayden, [and 3 others].
|
264 |
|
1 |
|a Alexandria, VA :
|b Water Environment Research Foundation ;
|a London, United Kingdom :
|b IWA Publishing,
|c 2014.
|
264 |
|
4 |
|c ©2014
|
300 |
|
|
|a 1 online resource
|
336 |
|
|
|a text
|b txt
|2 rdacontent
|
337 |
|
|
|a computer
|b c
|2 rdamedia
|
338 |
|
|
|a online resource
|b cr
|2 rdacarrier
|
504 |
|
|
|a Includes bibliographical references.
|
505 |
0 |
|
|a Cover -- Copyright -- Acknowledgments -- Abstract and Benefits -- Table of Contents -- List of Tables -- List of Figures -- List of Acronyms and Abbreviations -- Executive Summary -- Chapter 1.0: Introduction -- 1.1 Background and Motivations -- 1.2 Phosphorus Fractions and Speciation in Wastewater -- 1.3 Current State of Knowledge -- 1.3.1 The Composition and Fractionation of TP Vary in Effluents from Different Processes -- 1.3.2 "Organic" Phosphorus in Highly Treated Effluents -- 1.3.3 Treatability of Different P Fractions is Not Fully Understood -- 1.3.4 Effect of Various Treatment Processes on Effluent TP Compositions -- 1.3.5 Kinetics Matter for Chemical P Removal -- 1.3.6 Micro-Scale Structural Characterization of P Species Provides Insights in the P Removal Mechanisms -- 1.3.7 Current WRRF Model Does Not Consider Different P Fractions -- 1.4 Purpose and Objectives -- 1.5 Expected Outcomes -- Chapter 2.0: Project Approach and Methods -- 2.1 Overall Research Plan -- 2.2 Selection of Phosphorus Treatment Technologies for the Study -- 2.2.1 Facility Selection and Process Description -- 2.2.2 Sample ID and Sampling Frequency -- 2.3 Phosphorus Fractions Analysis -- 2.3.1 Phosphorus Fractions Analysis with Standard Methods -- 2.3.2 P Fractionation by Molecular Weight Cut-Off -- 2.3.3 Sequential Extraction for Chemically Bound Phosphorus Determination -- 2.4 QA/QC Procedures for P Analysis -- 2.4.1 Field Sampling and Storage -- 2.4.2 Potential Interferences in Phosphorus Fractions Analysis with Standard Methods -- 2.4.3 Laboratory Analysis -- 2.4.4 Comparison of P Fractions Analysis Results Among Different Laboratories -- 2.5 Wastewater Effluents Characterization -- 2.5.1 pH and Temperature -- 2.5.2 Organic Matters in Wastewater Effluent (TOC, DOC) -- 2.5.3 Effluent Characterization via Fluorescence Spectroscopy.
|
505 |
8 |
|
|a 2.6 Modeling Fate and Removal of Phosphorus Fractions Through WRRFs -- 2.6.1 P Fractions in Raw Wastewater and Primary Effluent -- 2.6.2 P Fractions in Activated Sludge -- 2.6.3 P Removal Mechanisms in Unit Processes -- 2.6.4 Procedure for Building Simulation Models for WRRFs Sampled -- Chapter 3.0: Phosphorus Fractions and Removal in Secondary and Tertiary Wastewater Effluents -- 3.1 P Fractions and Removal Across Secondary P Removal Processes -- 3.1.1 Secondary BNR Processes -- 3.1.2 MBR -- 3.2 P Fractions and Removal Through Tertiary Treatment Processes -- 3.2.1 Tertiary Sedimentation Process -- 3.2.2 Tertiary Single-Stage Filtration Processes -- 3.2.3 Multi-Stage Filtration Processes -- 3.2.4 Combined Sedimentation and Filtration Processes -- 3.3 Adsorption Processes -- 3.3.1 Fractionation and Removal of Soluble P -- 3.3.2 Fractionation and Removal of Particulate P -- 3.3.3 Fractionation and Removal of Total P -- 3.4 P Fractions Across Different Secondary and Advanced Processes -- Chapter 4.0: Occurrence and Implication of Non-Reactive P Fractions in Advanced Phosphorus Removal -- 4.1 Occurrence of DOP in Various Effluents -- 4.1.1 Range and Level of Effluent DOP Among Different Secondary and Tertiary Processes -- 4.1.2 DOP Removal Through Different Secondary and Tertiary Processes -- 4.2 Occurrence of Soluble Non-Reactive P in Various Effluents -- 4.2.1 Range and Level of Effluent sNRP Among Different Secondary and Tertiary Processes -- 4.2.2 sNRP Removal Through Different Secondary and Tertiary Processes -- Chapter 5.0: Wastewater Organic Matter Characterization and Correlation with Organic Phosphorus Fractions -- 5.1 Effluent Characterization Using Fluorescence Spectrometry -- 5.1.1 Variations of Organic Matter in Effluents -- 5.1.2 Correlation Between Fluorescence-Identified Organic Matters with P Fractions.
|
505 |
8 |
|
|a 5.2 Phosphorus Species Characterization with MWCO Analysis -- 5.3 Correlation of Effluent TOC and DOC Results with P Fractions -- Chapter 6.0: Chemically Bound Phosphorus Fractions In Wastewater Effluents -- 6.1 Level and Fate of Chemically Bound P Through Secondary Processes -- 6.1.1 Secondary BNR Processes -- 6.1.2 Secondary BNR-MBR -- 6.2 Level and Fate of Chemically Bound P Through Tertiary Processes -- 6.2.1 Single-Stage Sedimentation or Filtration Processes -- 6.2.2 Multi-Stage Filtration or Sedimentation Followed by Filtration Processes -- Chapter 7.0: Summary and Conclusions -- 7.1 P Levels and Composition in Wastewater Effluents -- 7.2 Implications of Non-Reactive P Fractions for Minimizing Effluent TP -- 7.3 Removal of Different P Fractions -- 7.4 Insights into Non-Reactive P Composition and Correlation with Wastewater Characteristics -- 7.5 BioWinTM Simulations to Predict Effluent P Level and Fractions -- 7.6 Final Statements of Implications for Regulations and Technology Development -- Appendix A: Modeling Removal P Fractions Through Various Treatment Processes -- References.
|
588 |
|
|
|a Description based on online resource; title from digital title page (viewed on February 21, 2020).
|
590 |
|
|
|a ProQuest Ebook Central
|b Ebook Central Academic Complete
|
650 |
|
0 |
|a Sewage
|x Purification.
|
650 |
|
6 |
|a Eaux usées
|x Épuration.
|
650 |
|
7 |
|a Sewage
|x Purification
|2 fast
|
700 |
1 |
|
|a Liu, Lei,
|e author.
|
700 |
1 |
|
|a Onnis-Hayden, Annalisa,
|e author.
|
856 |
4 |
0 |
|u https://ebookcentral.uam.elogim.com/lib/uam-ebooks/detail.action?docID=3121247
|z Texto completo
|
938 |
|
|
|a Askews and Holts Library Services
|b ASKH
|n BDZ0025043976
|
938 |
|
|
|a ProQuest Ebook Central
|b EBLB
|n EBL3121247
|
938 |
|
|
|a EBSCOhost
|b EBSC
|n 923708
|
994 |
|
|
|a 92
|b IZTAP
|