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Reuse of alum sludge for reducing flocculant addition in water treatment plants

Treść / Zawartość
Identyfikatory
Warianty tytułu
Języki publikacji
EN
Abstrakty
EN
The recycling of water treatment residues (WTR) inside drinking water treatment plants (DWTP) to be a good option for reusing this type of waste, as well as for reducing the costs with its disposal off and with the acquisition of treatment chemicals. Therefore, a WTR was reused for auxiliary of the coagulation-flocculation processes for reducing the use of aluminium sulfate (coagulant) in a DWTP. Three series of experiments have been conducted involving three water samples with different turbidity and colour, different WTR samples with different total suspended solids (TSS) concentrations and different aluminium sulfate concentrations. The results showed that WTR can efficiently be used for the removal of turbidity between 21 NTU and 218 NTU and colour between 194 HU and 1509 HU for TSS concentration between 1635 mg/dm3 and 5420 mg/dm3, with better results in the range between 1635 mg/dm3 and 2678 mg/dm3. For higher TSS concentrations, the removal of both parameters decrease because there are excess of organics released to water, which demands the use of more coagulant.
Rocznik
Strony
57--70
Opis fizyczny
Bibliogr. 28 poz., tab., rys.
Twórcy
  • School of Civil and Environmental, University Federal of Goiás
  • School of Civil and Environmental, University Federal of Goiás
  • University of Beira Interior
Bibliografia
  • [1] MILLER M.L., BHADHA J.H., O’CONNOR G.A., JAWITZ J.W., MITCHELL J., Aluminum water treatment residuals as permeable reactive barrier sorbents to reduce phosphorus losses, Chemosphere, 2011, 83 (7), 978.
  • [2] USEPA, Filter backwash recycling rule, Technical Guidance Manual, Report EPA 816-R-02-014, Washington, USA, 2002.
  • [3] CRITTENDEN J., TRUSSELL R., HAND D., HOWE K., TCHOBANOGLOUS G., Water treatment: principles and design, 3rd Ed., Wiley, New Jersey 2012.
  • [4] MCCORMICK N., YOUNKER J., MACKIE A., WALSH M., Data review from full-scale installations for water treatment plants residuals treatment processes. Technical Report, American Water Works Association, Halifax, Nova Scotia, Canada, 2009.
  • [5] USEPA, Drinking water treatment plant residuals. Management. Technical Report, EPA 820-R-11-003, Washington, USA, 2011.
  • [6] REALI M., The main quantitative and qualitative characteristics of water treatment sludge, [In:] M. Reali (Ed.), General notes on water treatment and residuals disposal from water treatment plants, Cap 2, PROSAB, Rio de Janeiro, Brazil, 1999, 21–39 (in Portuguese).
  • [7] ZHOU Z., YANG Y., LI X., GAO W., LIANG H., LI G., Coagulation efficiency and flocs characteristics of recycling sludge during treatment of low temperature and micro-polluted water, J. Env. Sci., 2012, 24 (6), 1014.
  • [8] SCALIZE P.S., DI BERNARDO L., SOARES L.A., BAUMANN L.R.F., Disposal of water treatment residues in aerobic wastewater treatment process followed by sedimentation pond, Rev. DAE, 2013, 197, 72 (in Portuguese).
  • [9] BABATUNDE A.O., ZHAO Y.Q., Constructive approaches towards water treatment works sludge management: an international review of beneficial re-uses, Critical Rev. Env. Sci. Tech., 2007, 37 (2), 129.
  • [10] HENDERSON J., RAUCHER R., WEICKSEL S., OXENFORD J., MANGRAVITE F., Supply of critical drinking water and wastewater treatment chemicals – a white paper for understanding recent chemical price increases and shortages. Report, Water Research Foundation, Denver, USA, 2009.
  • [11] GODBOLD P., LEWIN K., GRAHAM A., BAKER P., The potential reuse of water utility products as secondary commercial materials, WRC Report No. UC 6081, Water Research Council, London, UK, 2003.
  • [12] European Parliament, Waste and repealing certain Directives, European Directive 2008/98/EC of 2008.11.19, Brussels, Belgium, 2008.
  • [13] BP Law 12.305 on National Policy on Solid Waste, 2010.08.02, Brazilian Parliament, Brasilia, Brazil, 2010 (in Portuguese).
  • [14] SISWOYO E., MIHARA Y., TANAKA S., Determination of key components and adsorption capacity of a low cost adsorbent based on sludge of drinking water treatment plant to adsorb cadmium ion in water, App. Clay Sci., 2014, 97, 98, 146.
  • [15] AGYIN-BIRIKORANG S., O’CONNOR G., JACOBS L., MAKRIS K., BRINTON S., Long-term phosphorus immobilization by a drinking water treatment residuals, J. Env. Eng., 2007, 36 (1), 316.
  • [16] CHATVEERA B., LERTWATTANARUK P., Use of ready-mixed concrete plant sludge water in concrete containing an additive or admixture, J. Environ. Manage., 2009, 90 (5), 1901.
  • [17] TEIXEIRA S.T., MELO W.J., SILVA E.T., Plant nutrients in a degraded soil treated with water treatment sludge and cultivated with grasses and leguminous plants, Soil Biol. Biochem., 2007, 39 (6), 1348.
  • [18] GUAN X.H., CHEN G.H., SHANG C., Re-use of water treatment works sludge to enhance particulate pollutant removal from sewage, Water Res., 2005, 39 (15), 3433.
  • [19] MOGHADDAM S.S., MOGHADDAM A., ARAMI M., Coagulation/flocculation process for dye removal using sludge from water treatment plant: Optimization through response surface methodology, J. Hazard. Mat., 2010, 175 (1–3), 651.
  • [20] GOTTFRIED A., SHEPARD A.D., HARDIMAN K., WALSH M.E., Impact of recycling filter backwash water on organic removal in coagulation–sedimentation processes, Water Res., 2008, 42 (18), 4683.
  • [21] CORNWELL D., MACPHEE M., MC TIGUE N., ARORA H., DI GIOVANNI G., LECHEVALLIER M., TAYLOR J., Treatment options for Giardia, Cryptosporidium, and other contaminants in recycled backwash Technical Report, American Water Works Association Research Foundation, Denver, USA, 2001.
  • [22] YANG Y., ZHAO Y.Q., BABATUNDE A.O., WANG L., REN Y.X., HAN Y., Characteristics and mechanisms of phosphate adsorption on dewatered alum sludge, Sep. Purif. Tech., 2006, 51 (2), 193.
  • [23] APHA, AWWA, WEF. Standard Methods for the Examination of Water and Wastewater, 21a Edição, Washington, DC, 2005.
  • [24] AYOL A., DENTEL S.K., FILIBELI A., Dual polymer conditioning of water treatment residuals, J. Env. Eng., 2005, 131 (8), 1132.
  • [25] TOBIASON J.E., EDZWALD J.K., LEVESQUE B.R., KAMINSKI G.K., DUNN H.J., GALANT P.B., Full-scale assessments of waste FBWW recycle, J. Water Supply, Res. Tech. AQUA, 2003, 95 (7), 80.
  • [26] YANG Z.L., GAO B.Y., YUE Q.Y., WANG Y., Effect of pH on the coagulation performance of Al-based coagulants and residual aluminum speciation during the treatment of humic acid-kaolin synthetic water, J. Hazard. Mat., 2010, 178 (1–3), 596.
  • [27] SUMAN S., SINGH N.P., SULEKH C., Effect of filter backwash water when blends with raw water on total organic carbon and dissolve organic carbon removal, Res. J. Chem. Sci., 2012, 2 (10), 38.
  • [28] WU C.C., HUANG C., Effects of recycling-sludge operation on the structure and moisture content of floc in water treatment plant, Sep. Sci. Techn., 1997, 32 (17), 2873.
Uwagi
PL
Opracowanie rekordu w ramach umowy 509/P-DUN/2018 ze środków MNiSW przeznaczonych na działalność upowszechniającą naukę (2019).
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-2b17e291-90d9-486c-8fc8-578b14554204
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