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Author ![sorted by Author field, descending order (down)](img/sort_desc.gif) |
Wolkersdorfer, C.; Younger, P.L. |
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Title |
Passive mine water treatment as an alternative to active systems |
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Journal Article |
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Year |
2002 |
Publication |
Grundwasser |
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7 |
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2 |
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67-77 |
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Groundwater quality geographical abstracts: physical geography hydrology (71 6 11) water treatment groundwater pollution water quality mine |
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Abstract |
For the treatment of contaminated mine waters reliable treatment methods with low investment and operational costs are essential. Therefore, passive treatment systems recently have been installed in Great Britain and in Germany (e.g. anoxic limestone drains, constructed wetlands, reactive barriers, roughing filters) and during the last eight years such systems successfully treated mine waters, using up to 6 ha of space. In some cases with highly contaminated mine water, a combination of active and passive systems should be applied, as in any case the water quality has to reach the limits. Because not all the processes of passive treatment systems are understood in detail, current research projects (e.g. EU-project PIRAMID) were established to clarify open questions. |
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Dr. Ch. Wolkersdorfer, TU Bergakademie Freiberg, Lehrstuhl fur Hydrogeologie, Gustav-Zeuner-Str. 12, Freiberg/Saichen 09596, Germany c.wolke@tu-freiberg.de |
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1430-483x |
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Passive mine water treatment as an alternative to active systems; 2428851; Passive Grubenwasserreinigung als Alternative zu aktiven Systemen. Germany 51; Geobase |
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CBU @ c.wolke @ 17530 |
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202 |
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Sapsford, D.; Barnes, A.; Dey, M.; Williams, K.; Jarvis, A.; Younger, P. |
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Book Whole |
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2007 |
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261-265 |
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passive treatment iron mine water |
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This paper presents iron removal data from a novel low footprint mine water treatment system. The paper discusses possible design configurations and demonstrates that the system could treat 1 L/s of mine water containing 8.4 mg/L of iron to < 1 mg/L with a system footprint of 66 m2. A conventional lagoon and aerobic wetland system would require at least 160 m2 to achieve the same treatment. Other advantages of the system are that it produces a clean and dense sludge amenable to on-site storage and possible recycling and that heavy plant will generally not be required for construction. |
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Mako Edizioni |
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Cagliari |
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Cidu, R.; Frau, F. |
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Water in Mining Environments |
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978-88-902955-0-8 |
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Low Footprint Mine Water Treatment: Field Demonstration and Application; 2; VORHANDEN | AMD ISI | Wolkersdorfer; als Datei vorhanden 2 Abb., 2 Tab. |
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CBU @ c.wolke @ 17416 |
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255 |
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Author ![sorted by Author field, descending order (down)](img/sort_desc.gif) |
Jarvis, A.P.; Younger, P.L. |
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Title |
Passive treatment of ferruginous mine waters using high surface area media |
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Journal Article |
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Year |
2001 |
Publication |
Water Res. |
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35 |
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15 |
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3643-3648 |
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mine water treatment passive treatment mine water accretion oxidation iron manganese water treatment |
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Rapid oxidation and accretion of iron onto high surface area media has been investigated as a potential passive treatment option for ferruginous, net-alkaline minewaters. Two pilot-scale reactors were installed at a site in County Durham, UK. Each 2.0m high cylinder contained different high surface area plastic trickling filter media. Ferruginous minewater was fed downwards over the media at various flow-rates with the objective of establishing the efficiency of iron removal at different loading rates. Residence time of water within the reactors was between 70 and 360s depending on the flow-rate (1 and 12l/min, respectively). Average influent total iron concentration for the duration of these experiments was 1.43mg/l (range 1.08-1.84mg/l; n=16), whilst effluent iron concentrations averaged 0.41mg/l (range 0.20-1.04mg/l; n=15) for Reactor A and 0.38mg/l (range 0.11-0.93mg/l; n=16) for Reactor B. There is a strong correlation between influent iron load and iron removal rate. Even at the highest loading rates (approximately 31.6g/day) 43% and 49% of the total iron load was removed in Reactors A and B, respectively. At low manganese loading rates (approximately 0.50-0.90g/day) over 50% of the manganese was removed in Reactor B. Iron removal rate (g/m3/d) increases linearly with loading rate (g/day) up to 14g/d and the slope of the line indicates that a mean of 85% of the iron is removed. In conclusion, it appears that the oxidation and accretion of ochre on high surface area media may be a promising alternative passive technology to constructed wetlands at certain sites. |
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0043-1354 |
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Oct; Passive treatment of ferruginous mine waters using high surface area media; 9; file:///C:/Dokumente%20und%20Einstellungen/Stefan/Eigene%20Dateien/Artikel/9698.pdf; AMD ISI | Wolkersdorfer |
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CBU @ c.wolke @ 9698 |
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27 |
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Author ![sorted by Author field, descending order (down)](img/sort_desc.gif) |
Jarvis, A.P.; Younger, P.L. |
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Design, construction and performance of a full-scare compost wetland for mine-spoil drainage treatment at quaking houses |
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Journal Article |
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1999 |
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Jciwem |
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13 |
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5 |
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313-318 |
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Wetlands and estuaries geographical abstracts: physical geography hydrology (71 6 8) composting constructed wetland design performance assessment United Kingdom EnglandCounty Durham |
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Acidic spoil-heap drainage, containing elevated concentrations of iron, aluminium and manganese, has been polluting the Stanley Burn in County Durham for nearly two decades. Following the success of a pilot-scale wetland (the first application of its kind in Europe), a full-scale wetland was installed. Waste manures and composts have been used as the main substrate which is contained within embankments constructed from compacted pulverized fuel ash. The constructed wetland, which cost less than £20,000 to build, has consistently reduced iron and aluminium concentrations and has markedly lowered the acidity of the drainage. A third phase of activities at the site aims to identify and eliminate pollutant-release 'hot spots' within the spoil. |
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0951-7359 |
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Design, construction and performance of a full-scare compost wetland for mine-spoil drainage treatment at quaking houses; 2227678; United-Kingdom 9; Geobase |
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CBU @ c.wolke @ 17546 |
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339 |
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Author ![sorted by Author field, descending order (down)](img/sort_desc.gif) |
Heal, K.; Younger, P.; Smith, K.; Quinn, P.; Glendinning, S.; Aumônier, J.; Dobbie, K.; McHaffie, H.; Dimoliatis, D.; Bush, A.; Bozika, E.; Tatsi, E.; Simpson, A.; Sweetman, R. |
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Book Whole |
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2004 |
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Abbreviated Journal |
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1-7 |
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hydrogeology mining water ochre treatment phosphorus recycling removal laboratory field investigation agriculture sewage fertiliser |
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University of Newcastle |
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2 |
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Jarvis Adam, P.; Dudgeon Bruce, A.; Younger Paul, L. |
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mine water 2004 – Proceedings International Mine Water Association Symposium |
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0-9543827-3-0 |
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A sustainable Use of Ochre from Mine Water Treatment Plants for phosphorus Removal and Recycling; 1; AMD ISI | Wolkersdorfer; FG 'de' 2 Abb., 5 Tab. |
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CBU @ c.wolke @ 9681 |
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356 |
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