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|a 922995976
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|a 9781780400471
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|z (OCoLC)922995976
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|a TJ940 ǂb G68 2012eb
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|a 621.55
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|a UAMI
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|a Guo, Qizhong.
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|a Automatic vacuum flushing technology for combined sewer solids /
|c Qizhong Guo.
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| 260 |
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|a London :
|b IWA Publishing :
|b [distributor] Portland Customer Services :
|b [distributor] CoInfo Book Services,
|c 2012.
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| 300 |
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|a 1 online resource
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| 336 |
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|a text
|b txt
|2 rdacontent
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| 337 |
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|a computer
|b c
|2 rdamedia
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| 338 |
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|a online resource
|b cr
|2 rdacarrier
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| 500 |
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|a Electronic book text.
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|b An extensive literature review on existing sewer sediment flushing technologies was conducted. The innovative vacuum flush system recently developed by the U.S. EPA was tested under laboratory conditions. The tests revealed a strong correlation between the strength of the flushing wave and the speed of the vacuum break. The original design did not succeed in providing a fast enough vacuum break despite being tested in different configurations. To improve the vacuum brake time, Rutgers developed two alternative mechanisms. These alternative designs showed promising results in the laboratory but remain to be tested under field conditions.
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|a Cover; Copyright; Acknowledgments; Abstract and Benefits; Table of Contents; List of Tables; List of Figures; List of Acronyms; Executive Summary; Chapter 1.0: Project Background and Objective; 1.1 Project Background; 1.2 Objective; Chapter 2.0: Approach; 2.1 Original Work Plan; 2.2 Revised Work Plan; 2.3 Task 1 -- Review of Sewer Sediment Flushing Technologies; 2.3.1 Sewer Flushing Technologies; 2.3.2 Overview of Field Demonstration of Sewer Flushing Technologies; 2.4 Task 2 -- Laboratory Quantification of Automatic Vacuum Flushing System; 2.4.1 Experimental Design, Equipment, and Procedures
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|a 2.4.2 Experimental Results and Discussion2.5 Task 3 -- Testing of Modified Vacuum Flushing Designs; 2.5.1 Float and Seal Device; 2.5.2 Sealing Lever Device; 2.6 Task 4 -- Evaluation of Field Demonstration Site; 2.7 Task 5 -- Performance Evaluation of Installed Flushing Systems; 2.7.1 Paerdegat Basin CSO Facility -- Brooklyn NY; 2.7.2 Drain Flushing Vault 1 -- Freshpond Parkway, Cambridge MA; 2.7.3 Alley Creek CSO Facility -- Queens NY; 2.7.4 Muddy Creek Basin (CSO 198) -- Cincinnati OH; 2.7.5 Wheeler Avenue CSO Flood Control Basin -- Louisville KY; 2.7.6 Water Pollution Control Facility -- Auburn IN
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|a 2.7.7 Typical Problems in Systems Visited2.7.8 Advantages and Disadvantages of Observed and Proposed Systems; Chapter 3.0: Conclusions; Appendix A; References
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| 590 |
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|a ProQuest Ebook Central
|b Ebook Central Academic Complete
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| 650 |
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|a Vacuum technology.
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| 650 |
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|a Vacuum technology.
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| 650 |
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|a Vide (Technologie)
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| 650 |
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|a Vacuum technology
|2 fast
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| 758 |
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|i has work:
|a Automatic Vacuum Flushing Technology for Combined Sewer Solids (Text)
|1 https://id.oclc.org/worldcat/entity/E39PCYJwcqH6YcTJGkPRC8KXBd
|4 https://id.oclc.org/worldcat/ontology/hasWork
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| 776 |
0 |
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|i Print version:
|a Guo, Qizhong.
|t Automatic Vacuum Flushing Technology for Combined Sewer Solids : WERF Research Report Series.
|d London : IWA Publishing, ©2012
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| 856 |
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|u https://ebookcentral.uam.elogim.com/lib/uam-ebooks/detail.action?docID=3121249
|z Texto completo
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| 938 |
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|a ProQuest Ebook Central
|b EBLB
|n EBL3121249
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| 994 |
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|a 92
|b IZTAP
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