Spatial performance assessment of reed bed filtration in a constructed wetland

Author(s):  
Nicholas R. Wilkins ◽  
Howard Fallowfield ◽  
Ryan Baring
2020 ◽  
Vol 19 ◽  
pp. 100891 ◽  
Author(s):  
Omar Hamed Jehawi ◽  
Siti Rozaimah Sheikh Abdullah ◽  
Setyo Budi Kurniawan ◽  
Nur ‘Izzati Ismail ◽  
Mushrifah Idris ◽  
...  

2013 ◽  
Vol 68 (7) ◽  
pp. 1468-1476 ◽  
Author(s):  
K. Kato ◽  
T. Inoue ◽  
H. Ietsugu ◽  
H. Sasaki ◽  
J. Harada ◽  
...  

The performance of six multistage hybrid constructed wetland systems was evaluated. The systems were designed to treat four kinds of high-content wastewater: dairy wastewater (three systems, average inflow content 2,400–5,000 mg·COD l−1, 3–6 years of operation); pig farm wastewater, including liquid food washing wastewater (one system, 9,500 mg·COD l−1, 3 years); potato starch processing wastewater (one system, 20,000–60,000 mg·COD l−1, 3 years); and wastewater containing pig farm swine urine (one system, 6,600 mg·COD l−1, 2.8 years) (COD = chemical oxygen demand). The systems contained three or four vertical (V) flow beds with self-priming siphons and surface partitions and no or one horizontal (H) flow bed (three to five beds). In some V flow beds, treated effluents were recirculated (Vr) through the inlet to improve performance. Mean annual temperature was 5–8 °C at all locations. To overcome clogging due to the high load in a cold climate, we applied a safety bypass structure and floating cover material to the V flow beds. Calculated average oxygen transfer rates (OTRs) increased proportionally with the influent load, and the OTR value was Vr > V> H. The relations of load–OTR, COD–ammonium, and a Arrhenius temperature-dependent equation enable the basic design of a reed bed system.


2017 ◽  
Vol 244 ◽  
pp. 1178-1182 ◽  
Author(s):  
Pratiksha Srivastava ◽  
Saurabh Dwivedi ◽  
Naresh Kumar ◽  
Rouzbeh Abbassi ◽  
Vikram Garaniya ◽  
...  

2012 ◽  
Vol 47 ◽  
pp. 126-131 ◽  
Author(s):  
Asheesh Kumar Yadav ◽  
Purnanjali Dash ◽  
Ayusman Mohanty ◽  
Rouzbeh Abbassi ◽  
Barada Kanta Mishra

2011 ◽  
Vol 64 (4) ◽  
pp. 826-831 ◽  
Author(s):  
D. Fibbi ◽  
S. Doumett ◽  
I. Colzi ◽  
E. Coppini ◽  
S. Pucci ◽  
...  

In this study we investigated total and hexavalent chromium removal in an h-SSF constructed wetland (CW) planted with Phragmites australis and operating as post-treatment of effluent wastewater from an activated sludge plant serving the textile industrial district of Prato (Italy). Two measurement campaigns were carried out in 2006 and 2008–2010 in which more than 950 inlet and outlet samples were analyzed. When inlet and outlet concentrations were compared one to the other, the latter were found to be significantly lower than the former (p < 0.001); during the entire period of investigation, removal of hexavalent chromium equal to about 70% was achieved. Outlet concentrations ranged between values lower than the quantification limit (0.5 μg L−1) and 4.5 μg L−1, and in all cases were therefore lower than the limit indicated for hexavalent chromium in the Italian regulation for water reuse (5 μg L−1). The comparison of the removal efficiencies achieved for hexavalent and trivalent chromium during the two campaigns suggested that the removal of the former can be sustained in the long term, while for the latter, the treatment efficiency is more sensitive to the age of the CW, being that it is it based on trivalent chromium retention in the reed bed.


2004 ◽  
Vol 48 (11-12) ◽  
pp. 179-186 ◽  
Author(s):  
O.S. Kucuk ◽  
F. Sengul ◽  
I.K. Kapdan

A horizontal subsurface flow reed bed, Pragmites australis, constructed wetland system was operated continuously for one year at 5 different hydraulic retention times between 5 days-11 days with real tannery industry effluent to investigate mainly NH4-N and COD removal performance of the system. The bed was also operated at different initial NH4-N concentrations between 10–30 mg/L by adding NH4Cl into the tannery effluent. The results indicated that ammonia-nitrogen removal is significantly affected by hydraulic retention time while COD is not. The optimum HRT was determined as 8 days with over 95% NH4-N and around 30% COD removal efficiency. The system shows higher removal performance at high initial NH4-N concentrations. Almost complete (99%) NH4-N removal and over 40% COD removal was obtained at (NH4-N)0 = 20 mg/L and HRT = 7 days. PO4-P and total chromium removal were not significantly affected by operating conditions


2021 ◽  
Vol 173 ◽  
pp. 106441
Author(s):  
Thivanka Dharmasena ◽  
Lloyd H.C. Chua ◽  
Natalie Barron ◽  
Hongkui Zhang

2016 ◽  
Vol 46 ◽  
pp. 38-46 ◽  
Author(s):  
A.O. Babatunde ◽  
Raul Miranda-CasoLuengo ◽  
Mehreen Imtiaz ◽  
Y.Q. Zhao ◽  
Wim G. Meijer

1995 ◽  
Vol 32 (3) ◽  
pp. 349-356 ◽  
Author(s):  
Xianfa Li ◽  
Chuncai Jiang

Constructed wetland systems are a low-cost, low-energy-consumption and effective technology for water pollution control used increasingly in recent years in China. In this paper, the land treatment systems in China are introduced, the constructed wetland systems in North China are detailed, and the integrated reed bed wetland-lagoon system, as an advanced constructed wetland system, is compared with other land treatment systems. Lastly, the authors elaborate their opinion on problem “wetlands occupy larger lands” and energetically advocate to develop this new land treatment technique in China.


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