Paper Titles

Research and Application of Intelligent Zero Discharge Treatment Technology for Substation Wastewater
p.453

Decision-Making and Control System of Diesel Particulate Filter Regeneration
p.459

The Discussion on Synthesis Process of Biurea by Hydrochloric Acid
p.464

Influence of Pollutant Removal Efficiency on Natural Ventilation in GPPLF System
p.468

The Flow Field Distribution of Subsurface Flow Constructed Wetlands
p.472

Performance of SIDMBR for Emulsified Oil Wastewater Treatment
p.478

Study on the Effect of the Use of FGD Gypsum into the Alkalization Soil to Improve Soil Property
p.482

Is Phytoextraction Efficient for Remediating Phosphorus-Enriched Soils in Mountainous Region? A Case Study of Lake Dianchi Watershed of Southwestern China
p.488

The Kinetic Difference of Denitrification and Sulfate Reduction Conducted by Anaerobic Microbes
p.494

HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 448-453The Flow Field Distribution of Subsurface Flow...

The Flow Field Distribution of Subsurface Flow Constructed Wetlands

Article Preview

Abstract:

this paper reviewed the progress of flow field distribution in subsurface flow constructed wetlands (SSF), generalized the theoretical basis for numerical simulation of flow field distribution and the application of computer software in subsurface flow constructed wetlands. At the same time, analysed the relationship of flow field distribution with the bed body of aspect ratio, substrate thickness, material properties of matrix and the way of filling, found that the appropriate aspect ratio, substrate thickness and scientific way of filling could improve the flow field distribution, which was an effective way to improve the utilization rate of substrate. In addition, summarized the plant roots system and microbe growth effect on the flow field distribution. Therefore, the flow field distribution was directly effected of utilization ratio of matrix material, and living environmental condition of microbe, thus the flow field distribution as a parameter for design would be a kind of scientific method. Finally, proposed the corresponding research methods, and discussed how to improve the flow field distribution uniform, for improving the design level of subsurface flow constructed wetlands.

You might also be interested in these eBooks

Renewable Energy and Environmental Technology

Info:

Periodical:

Applied Mechanics and Materials (Volumes 448-453)

Pages:

472-477

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.448-453.472

Citation:

Cite this paper

Online since:

October 2013

Authors:

Quan Wang, Zhi Xin Song, Shao Yuan Bai

Keywords:

Design, Flow Field Distribution, Matrix Structure, Numerical Simulation, Subsurface Flow Constructed Wetlands

Export:

RIS, BibTeX

Price:

Permissions CCC:

Request Permissions

Permissions PLS:

Request Permissions

Сopyright:

© 2014 Trans Tech Publications Ltd. All Rights Reserved

Share:

Citation:

[1] C Murphy, D Cooper. In: Vymazal, J. (Ed. ). Springer, Dordrecht, Netherlands, Vol. 3 (2012), p.103.

[2] A Brovelli, Carranza D O, Rossi L, Barry D A. Ecological Engineering, Vol. 37(2011), p.758.

[3] A Wanko, T Gabriela, Robert M, Caroline G. Ecological Modelling, Vol. 22(2009), p.3342.

[4] K R Anna, Bjørn K. Journal of Hydrology, Vol. 347(2007), p.418.

[5] Günter L, David G, Javier M, Daniel M. Vol. 407 (2009), p.3931.

[6] Xue Y Q, Wu J C. Groundwater dynamics. Earth&Resourchs Pressing, 2010, 03, p.40.

[7] Kadlec R H．Detention. Ecology Engineering，Vol. 3(1994), p.345.

[8] Coates K H，Smith B D. Social Petrol Engineering, Vol. 4 (1994), p.73.

[9] T M Werner, Kadlec R H. Ecology Engineering, Vol. 15 (2000), p.77.

[10] Kong D C, Ding A Z. Chinese Journal of Environmental Engineering, Vol. 4 (2011), p.741. (in Chinese).

[11] Anna K R, Bjørn K. Water Researh, Vol. 42(2008), p.3826.

[12] Winter K J, Goetz D. Water ScienceTechnology, Vol. 5(2003), p.9.

[13] Adrien W, Gabriela T, Robert M, Caroline G. Ecological Engineering, Vol. 37(2011), p.636.

[14] David J R A, Germán G V. Ecological Engineering, Vol. 40(2012), p.18.

[15] Joan G, Jordi C, Paula A, Eduardo A. Ecological Engineering, Vol. 23(2004), p.177.

[16] Joan G, Paula A, Jesús B, Rafael Mujeriego. Ecological Engineering, Vol. 25 (2005), p.405.

[17] Wang S H, Wang W, Yu Y. Journal of Southeast University, Vol. 33(2003), p.359 (in Chinese).

[18] Anne F L, Heidi M N, James S B. ecological engineering, Vol. 35(2009), p.754.

[19] Pedescoll A, Uggetti E , Llorens E, Granes F. Ecological Engineering, Vol. 35(2009), p.1216.

[20] Zou J L, Sun Y H, Li Y H. Journal of Hazardous Materials, Vol. 163(2009), p.816.

[21] Xiong J B, Mahmood Q. Ecological Engineering, Vol. 259(2010), p.1.

[22] Chang N B, Wanielista M P. Bioprocess and Biosystems Engingeering, Vol. 3(2012), p.399.

[23] Griffin P, Wilson L, Cooper D. Vikram University and IWA, Indore, Vol. 1-7(2008), p.419.

[24] Naeini S A, Baziar M H. Soil Dynamics and Earthquake Engineering, Vol. 3(2004), p.181.

[25] Fountoulakis M S, Terzakis S A, Brix H. Science of the Total Environment, Vol. 1(2009), p.1.

[26] Liu M, Huang L, Gao X. Journal of Lake Sciences, Vol. 5(2012), p.687 (in Chinese).

[27] Dennis K. Thammarat K, Hans B. Ecological Engineering, Vol. 35(2009), p.248.

[28] Baird, A J, Surridge B W, Money R P. Hydrol. Process, Vol. 18(2004), p.275.

[29] Ascuntar R D, Toro V, Pena M R. Ecological Engineering, Vol. 35(2010), p.274.