Maria Carmen Veiga

Dr. Maria Carmen Veiga

orcid

Research Focus & Metrics

Academic Career Length

38Years (1989-Present)

(Calculated once Scilit publication data is synced: current year − year of first publication + 1)

Representative Publications

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20 January 2011 in Biofuels, Bioproducts and Biorefining
Verified
Journal Article
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HNHaris Nalakath
Haris Nalakath
Maria Carmen VeigaMaria Carmen Veiga
Maria Carmen Veiga
Christian KennesChristian Kennes
Christian Kennes

2 June 2009 in Journal of Chemical Technology & Biotechnology
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Journal Article
Closed access
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Christian KennesChristian Kennes
Christian Kennes
Eldon  R. ReneEldon R. Rene
Eldon R. Rene
Maria Carmen VeigaMaria Carmen Veiga
Maria Carmen Veiga

1 September 2004 in Journal of Biotechnology
Verified
Journal Article
Closed access
Christian KennesChristian Kennes
Christian Kennes
Maria Carmen VeigaMaria Carmen Veiga
Maria Carmen Veiga

12 November 2015 in Journal of Chemical Technology & Biotechnology
Verified
Journal Article
Closed access
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DKDavid Kennes
David Kennes
HNHaris Nalakath
Haris Nalakath
MDMarío Diaz
Marío Diaz
Maria Carmen VeigaMaria Carmen Veiga
Maria Carmen Veiga
Christian KennesChristian Kennes
Christian Kennes

1 October 1991 in Water Science & Technology
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Journal Article
Closed access
PDF file
RHR. F. Hickey
R. F. Hickey
WWW.-M. Wu
W.-M. Wu
Maria Carmen VeigaMaria Carmen Veiga
Maria Carmen Veiga
RJR. Jones
R. Jones
High-rate anaerobic treatment has emerged as a viable alternative for the treatment of many industrial and municipal wastewaters. A number of different process options have been reduced to practice, although some configurations are clearly more well developed than others. One common thread that links these various processes (principally the Anaerobic Filter, Upflow Anaerobic Sludge Blanket and Expanded/Fluidized Bed Reactors), is the ability to effectively separate solids and hydraulic retention times. This permits design to be based upon the degradative capacity of the anaerobes, not growth rate and results in reduction of treatment times from days (typical for conventional digester systems) to hours. This article compares and contrasts the principles of start-up and operation of these different high-rate anaerobic systems based upon laboratory research and full-scale operating experience gained over the past two decades. The application of anaerobic processes for treatment of certain toxic and hazardous waste streams is just beginning. The limited work performed to date and anticipated future needs for process monitoring and control are also presented in this article.