Consulting, Construction and Operating Results of a Full-Scale Biotechnological Plant for the Oxidation of Iron and Manganese with Simultaneous Elimination of Volatile Chlorinated Hydrocarbons from Ground Water

1990 ◽  
pp. 1157-1159
Author(s):  
V. Quentmeier ◽  
M. Saake
2016 ◽  
Vol 8 (36) ◽  
pp. 6607-6615 ◽  
Author(s):  
Stamatios Giannoukos ◽  
Boris Brkić ◽  
Stephen Taylor

A compact portable membrane inlet mass spectrometer (MIMS) has been used for the first time to detect and monitor, both qualitatively and quantitatively, volatile chlorinated hydrocarbons in the gaseous phase.


1986 ◽  
pp. 63-77 ◽  
Author(s):  
J. P. G. Loch ◽  
H. J. Kool ◽  
P. Lagas ◽  
J. H. A. M. Verheul

2016 ◽  
Vol 857 ◽  
pp. 509-513
Author(s):  
Azrin Mohd Sanusi ◽  
Mohd Nordin Adlan ◽  
M.A.Z. Mohd Remy Rozainy ◽  
Rhahimi Jamil

Combination between oxidation and filtration can be used for removing iron and manganese from groundwater especially when the concentrations of these metals were high. This study focused on the effectiveness of the cascade aerator and the size of the limestone filter media to remove iron and manganese from groundwater. Water samples used for this study were collected from orphanage home, Rumah Nur Kasih, Taiping. Universiti Sains Malaysia (USM) has provided a tube well of 15 m depth and 150 mm diameter for the orphanage home. However, the water cannot be used for domestic consumption due to high amount of iron and manganese at 6.48 and 1.9 mg/L which exceeded the drinking water standard of 0.3 and 0.1 mg/L respectively. Using laboratory physical model, the study has shown that the removals of iron and manganese have reduce the concentration until 0.17 and 0.2 mg/L respectively. Thus, the results from this study which utilize cascade aerator and limestone roughing filter could be implemented on site for the community to use the ground water for domestic purposes.


1988 ◽  
Vol 15 (2) ◽  
pp. 216-222 ◽  
Author(s):  
Robert P. Chapuis

A large disposal field (31 × 69 m) was designed in agreement with legal recommendations. A full scale test with clear water revealed that the field exfiltration rate was much lower than anticipated. This paper describes the design, the instrumentation performed with eleven piezometers, the ground-water conditions as modified by the disposal field, how the true exfiltration rates have been determined after due consideration of natural precipitations and evaporation losses, and also the method used to improve the performance. The value of the infiltration rate into the soil, initially established by percolation tests, was confirmed by permeability tests performed in the piezometers. However, the true exfiltration rate of this disposal field was only 8% of the rate predicted by the conventional, legal design. It is established that this exfiltration rate cannot be derived by simple transposition of the results of percolation tests as presently done by by-laws. Alternatively, more rigorous methods are described. For a good design, it is necessary to perform hydrogeologic studies much more detailed than those presently required by by-laws. Finally, for improving the design and service life of such disposal fields, several suggestions are made to avoid water mounds and to reduce the risk of clogging.


Chemosphere ◽  
2007 ◽  
Vol 67 (10) ◽  
pp. 1897-1903 ◽  
Author(s):  
Lelio Zoccolillo ◽  
Luca Amendola ◽  
Claudia Cafaro ◽  
Susanna Insogna

Ground Water ◽  
2003 ◽  
Vol 41 (7) ◽  
pp. 951-963 ◽  
Author(s):  
Walter E. Dean ◽  
Brian P. Neff ◽  
Donald O. Rosenberry ◽  
Thomas C. Winter ◽  
Renee Parkhurst

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