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Performance evaluation on the pollution control against wet weather overflow based on on-site coagulation/flocculation in terminal drainage pipes

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Abstract

The pollution caused by wet weather overflow in urban drainage systems is a main factor causing blackening an odorization of urban rivers. The conventional overflow treatment based on coagulation/flocculation in terminal drainage systems requires relatively large space and long retention time demand that makes it not applicable in crowded urban drainage systems or under heavy rains. On-site coagulation/flocculation in terminal drainage pipes was proposed in this study which was aimed to transfer the coagulation/flocculation process to the inside of pipes at the terminal drainage system to save space and reduce the retention time of the coagulation/flocculation process. The optimized dose of chemicals was studied first which was 80 mg/L of coagulant and 0.8 mg/L of flocculant. Settling for only 5 min can remove most of the pollutants at 406.5 m of transmission distance. In addition, the relation of wet weather overflow rate and concentration of pollution load on the on-site coagulation/flocculation process was investigated, which indicated that high removal of pollutant was gained at a large range of flow velocity and pollutant concentration. Finally, the study confirmed electric neutralization, bridging, and net capture as the major mechanisms in this process, and further optimization was proposed. The proposed process can reduce much turbidity, chemical oxygen demand, and total phosphorous, but hardly remove soluble ammonia and organics. This work provides scientific guidance to address wet weather overflow in terminal drainage pipes.

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References

  • Ariffin A, Musa M S, Othman MBH, Razali M A A, Yunus F (2014). Effects of various fillers on anionic polyacrylamide systems for treating kaolin suspensions. Colloids and Surfaces A: Physicochemical and Engineering Aspects, 441: 306–311

    Article  CAS  Google Scholar 

  • Bachand P AM, Bachand S M, Lopus S E, Heyvaert A, Werner I (2010). Treatment with chemical coagulants at different dosing levels changes ecotoxicity of stormwater from the Tahoe basin, California, USA. Journal of Environmental Science and Health, Part A, 45(2): 137–154

    Article  CAS  Google Scholar 

  • Barbosa A E, Fernandes J N, David L M (2012). Key issues for sustainable urban stormwater management. Water Research, 46(20): 6787–6798

    Article  CAS  Google Scholar 

  • Cao J, Sun Q, Zhao D, Xu M, Shen Q, Wang D, Wang Y, Ding S (2020). A critical review of the appearance of black-odorous waterbodies in China and treatment methods. Journal of Hazardous Materials, 385: 121511

    Article  CAS  Google Scholar 

  • Casadio A, Maglionico M, Bolognesi A, Artina S (2010). Toxicity and pollutant impact analysis in an urban river due to combined sewer overflows loads. Water Science and Technology, 61(1): 207–215

    Article  CAS  Google Scholar 

  • Du P, Li X, Yang Y, Fan X, Zhang T, Wang N, Li H, Ji S, Zhou Z (2020). Effect of rapid-mixing conditions on the evolution of micro-flocs to final aggregates during two-stage alum addition. Environmental Technology, 0: 1–10

    Google Scholar 

  • El-Gendy A S, Li J G, Biswas N (2008). Treatment of combined sewer overflow using retention treatment basin assisted with polymer chemical coagulation. Water Environment Research, 80(9): 774–783

    Article  CAS  Google Scholar 

  • El Samrani A G, Lartiges B S, Villiéras F (2008). Chemical coagulation of combined sewer overflow: Heavy metal removal and treatment optimization. Water Research, 42(4–5): 951–960

    Article  CAS  Google Scholar 

  • Gandhi R, Ray A K, Sharma V K, Nakhla G (2014). Treatment of combined sewer overflows using ferrate (VI). Water Environment Research, 86(11): 2202–2211

    Article  CAS  Google Scholar 

  • Gasperi J, Laborie B, Rocher V (2012). Treatment of combined sewer overflows by ballasted flocculation: Removal study of a large broad spectrum of pollutants. Chemical Engineering Journal, 211–212: 293–301

    Article  Google Scholar 

  • Gensemer R W, Playle R C (1999). The bioavailability and toxicity of aluminum in aquatic environments. Critical Reviews in Environmental Science and Technology, 29(4): 315–450

    Article  CAS  Google Scholar 

  • Ghorai S, Sarkar A, Panda A B, Pal S (2013). Evaluation of the flocculation characteristics of polyacrylamide grafted xanthan gum/silica hybrid nanocomposite. Industrial & Engineering Chemistry Research, 52(29): 9731–9740

    Article  CAS  Google Scholar 

  • Gu S, Lian F, Yan K, Zhang W (2019). Application of polymeric ferric sulfate combined with cross-frequency magnetic field in the printing and dyeing wastewater treatment. Water Science and Technology, 80 (8): 1562–1570

    Article  CAS  Google Scholar 

  • Guibelin E, Delsalle F, Binot P (1994). The actiflo® process: A highly compact and efficient process to prevent water pollution by stormwater flows. Water Science and Technology, 30(1): 87–96

    Article  CAS  Google Scholar 

  • Hannouche A, Chebbo G, Ruban G, Tassin B, Lemaire B J, Joannis C (2011). Relationship between turbidity and total suspended solids concentration within a combined sewer system. Water Science and Technology, 64(12): 2445–2452

    Article  CAS  Google Scholar 

  • Heinzmann B (1994). Coagulation and flocculation of stormwater from a separate sewer system: A new possibility for enhanced treatment. Water Science and Technology, 29(12): 267–278

    Article  CAS  Google Scholar 

  • Hu D, Zhang C, Ma B, Liu Z, Yang X, Yang L (2020). The characteristics of rainfall runoff pollution and its driving factors in Northwest semiarid region of China: A case study of Xi’an. Science of the Total Environment, 726: 138384

    Article  CAS  Google Scholar 

  • Jiao R, Fabris R, Chow C W K, Drikas M, Van Leeuwen J, Wang D, Xu Z (2017). Influence of coagulation mechanisms and floc formation on filterability. Journal of Environmental Sciences-China, 57: 338–345

    Article  CAS  Google Scholar 

  • Jolis D, Ahmad M L (2004). Evaluation of high-rate clarification for wet-weather-only treatment facilities. Water Environment Research, 76 (5): 474–480

    Article  CAS  Google Scholar 

  • Kumar S, Kazmi A A, Ghosh N C, Kumar V, Rajpal A (2019). Urban stormwater runoff treatment of Nainital Lake’s catchment: An application of ballasted sand flocculation technology. Water Supply, 19(4): 1017–1025

    Article  CAS  Google Scholar 

  • Lapointe M, Barbeau B (2016). Characterization of ballasted flocs in water treatment using microscopy. Water Research, 90: 119–127

    Article  CAS  Google Scholar 

  • Li J G, Horneck H, Averill D, Mccorquodale J A, Biswas N (2004). High-rate retention treatment basins for CSO control in Windsor, Ontario. Water Quality Research Journal, 39(4): 449–456

    Article  CAS  Google Scholar 

  • Lin W, Li M Y, Gang F, Zhao M F (2009). The preparation of polyaluminum sulfate and its coagulative performance. Journal of Jinan University, 30(3): 277–281 (in Chinese)

    CAS  Google Scholar 

  • Liu Y, Hou L, Bian W, Zhou B, Liang D, Li J (2020). Turbidity in combined sewer sewage: An identification of stormwater detention tanks. International Journal of Environmental Research and Public Health, 17(9): 3053

    Article  CAS  Google Scholar 

  • Lopus S E, Bachand P AM, Heyvaert A C, Werner I, Teh S J, Reuter J E (2009). Potential toxicity concerns from chemical coagulation treatment of stormwater in the Tahoe basin, California, USA. Ecotoxicology and Environmental Safety, 72(7): 1933–1941

    Article  CAS  Google Scholar 

  • Morrissey K L, Fairbanks B D, Bull D S, Stoykovich M P, Bowman C N (2020). Flocculation behavior and mechanisms of block copolymer architectures on silica microparticle and Chlorella vulgaris systems. Journal of Colloid and Interface Science, 567: 316–327

    Article  CAS  Google Scholar 

  • Nickel J P, Fuchs S (2019). Micropollutant emissions from combined sewer overflows. Water Science and Technology, 80(11): 2179–2190

    Article  CAS  Google Scholar 

  • Passerat J, Ouattara N K, Mouchel J M, Rocher V, Servais P (2011). Impact of an intense combined sewer overflow event on the microbiological water quality of the Seine River. Water Research, 45(2): 893–903

    Article  CAS  Google Scholar 

  • Rügner H, Schwientek M, Beckingham B, Kuch B, Grathwohl P (2013). Turbidity as a proxy for total suspended solids (TSS) and particle facilitated pollutant transport in catchments. Environmental Earth Sciences, 69(2): 373–380

    Article  Google Scholar 

  • Sansalone J J, Kim J Y (2008). Suspended particle destabilization in retained urban stormwater as a function of coagulant dosage and redox conditions. Water Research, 42(4–5): 909–922

    Article  CAS  Google Scholar 

  • Wang X, Song W, Li N, Lu J, Niu X, Ma Y, Ding J, Wang M (2020). Ultraviolet-B radiation of Haematococcus pluvialis for enhanced biological contact oxidation pretreatment of black odorous water in the symbiotic system of algae and bacteria. Biochemical Engineering Journal, 157: 107553

    Article  CAS  Google Scholar 

  • Weyand M, Dohmann M, Fries D, Ilchmann H (1993). Reduction of combined sewer overflow quality by application of the coagulation process. Water Science and Technology, 27(5–6): 145–152

    Article  CAS  Google Scholar 

  • Wood J, Dhanvantari S, Yang M, Rochfort Q, Chessie P, Marsalek J, Kok S, Seto P (2004). Feasibility of stormwater treatment by conventional and lamellar settling with and without polymeric flocculant addition. Water Quality Research Journal, 39(4): 406–416

    Article  CAS  Google Scholar 

  • Yoon T I, Kim C G (2008). Case studies on rapid coagulation processes to cope with total emission controls. Desalination, 231(1–3): 290–296

    Article  CAS  Google Scholar 

  • Zgheib S, Moilleron R, Chebbo G (2012). Priority pollutants in urban stormwater: Part 1: Case of separate storm sewers. Water Research, 46(20): 6683–6692

    Article  CAS  Google Scholar 

  • Zhao Z, Sun W, Ray M B, Ray A K, Huang T, Chen J (2019). Optimization and modeling of coagulation-flocculation to remove algae and organic matter from surface water by response surface methodology. Frontiers of Environmental Science & Engineering, 13 (5): 75

    Article  Google Scholar 

  • Zheng H L, Ma J Y, Ji F Y, Tang X M, Chen W, Zhu J R, Liao Y, Tan M Z (2013). Synthesis and application of anionic polyacrylamide in water treatment. Asian Journal of Chemistry, 25(13): 7071–7074

    Article  CAS  Google Scholar 

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Correspondence to Wei Jin.

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Highlights

• A way for overflow control based on on-site coagulation/flocculation was proposed.

• Coagulant and flocculant dose were optimized based on pollutant removal performance.

• Settling time of 5 min is enough in a proper transmission distance.

• Fast removal of particulate pollutants could be achieved under varied flow.

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Chen, Z., Jin, W., Yin, H. et al. Performance evaluation on the pollution control against wet weather overflow based on on-site coagulation/flocculation in terminal drainage pipes. Front. Environ. Sci. Eng. 15, 111 (2021). https://doi.org/10.1007/s11783-021-1400-z

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  • DOI: https://doi.org/10.1007/s11783-021-1400-z

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