Arsenic Speciation in a Fly Ash Settling Basin System

Author(s):  
Brian P. Jackson ◽  
John C. Seaman ◽  
William Hopkins
2016 ◽  
Vol 50 (11) ◽  
pp. 6099-6106 ◽  
Author(s):  
Amrika Deonarine ◽  
Allan Kolker ◽  
Andrea L. Foster ◽  
Michael W. Doughten ◽  
James T. Holland ◽  
...  

2007 ◽  
Vol 41 (9) ◽  
pp. 3284-3289 ◽  
Author(s):  
Frank E. Huggins ◽  
Constance L. Senior ◽  
Paul Chu ◽  
Ken Ladwig ◽  
Gerald P. Huffman

1979 ◽  
Vol 36 (9) ◽  
pp. 1089-1096 ◽  
Author(s):  
Donald S. Cherry ◽  
Stephan R. Larrick ◽  
Rufus K. Guthrie ◽  
Ernst M. Davis ◽  
Fred F. Sherberger

The influence of coal ash effluent upon the densities of macrobenthic invertebrate and mosquitofish (Gambusia affinis) populations in a swamp drainage system was studied for a period of 50 mo. Density of the aquatic biota was periodically altered by three major perturbations: (1) heavy ash siltation from inefficient basin operation, (2) lowered pH from the fly ash addition, and (3) coal ash associated elemental concentrations. Siltation appeared to be most influential in reducing the invertebrate densities while low pH (mean change from 7.2 to 5.5, extreme of 3.5) was more effective in reducing mosquitofish populations and retarding the recovery of invertebrates. Dipterans (chironomids) and odonates (Plathemis lydia and Libellula spp.) were the invertebrates most tolerant to coal ash stress. Upon the completion of an efficient primary–secondary retaining basin system, most invertebrate groups in the swamp were able to recover to a level of abundance equal to or greater than that which existed 4 yr earlier. Key words: coal ash stress, heavy ash siltation, fly ash acidity, elemental accumulation, benthic macroinvertebrates, Gambusia affinis


Author(s):  
L. L. Sutter ◽  
G. R. Dewey ◽  
J. F. Sandell

Municipal waste combustion typically involves both energy recovery as well as volume reduction of municipal solid waste prior to landfilling. However, due to environmental concerns, municipal waste combustion (MWC) has not been a widely accepted practice. A primary concern is the leaching behavior of MWC ash when it is stored in a landfill. The ash consists of a finely divided fly ash fraction (10% by volume) and a coarser bottom ash (90% by volume). Typically, MWC fly ash fails tests used to evaluate leaching behavior due to high amounts of soluble lead and cadmium species. The focus of this study was to identify specific lead bearing phases in MWC fly ash. Detailed information regarding lead speciation is necessary to completely understand the leaching behavior of MWC ash.


1997 ◽  
Vol 9 (6) ◽  
pp. 541-565 ◽  
Author(s):  
Cheryl R. Killingsworth ◽  
Francesca Alessandrini ◽  
G. G. Krishna Murthy ◽  
Paul J. Catalano ◽  
Joseph D. Paulauskis ◽  
...  

2021 ◽  
Vol 33 (3) ◽  
pp. 04021001
Author(s):  
Maheshbabu Jallu ◽  
Sireesh Saride ◽  
Arul Arulrajah ◽  
Subrahmanyam Challapalli ◽  
Robert Evans
Keyword(s):  
Fly Ash ◽  

Author(s):  
Shubham N. Dadgal ◽  
Shrikant Solanke

In modern days for structures in coastal areas it has been observed that the premature structural failures are occurs due to corrosion of the reinforcements of the designed structural member. The corrosion causes the structural damage which in turn leads to reduction in the bearing capacity of the concerned structural members. The aim of this study was to study the effect of partial replacement of fly ash to minimize the corrosion effect. Beams were designed and corroded by using artificial method known accelerated corrosion method. The beams were then tested for flexural and bond strength. Also the weight loss of the reinforced bars was been determined using electrical resistivity method. The fly ash will replace by 10% and 15%.The strength will calculate at varying percentage of corrosion at 10% and 15%. Beams will cast at M25 grade concrete. The flexural strength will test by using UTM and the bond strength will calculate using pullout test.


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