CRITICAL DEPTH MODEL (MODIFIED SVERDRUP EQUATION) —DESIGN METHOD FOR BUBBLE CIRCULATION—

Author:

FURUSATO Eiichi1,BHUYAN Jayatu Kanta2,MARTEINSSEN Marion3,NIXDORF Brigitte4,IMAMOTO Hiroomi5

Affiliation:

1. Institute for Regional Co-creation in Southern Kyusyu and the Nansei Islands, University of Kagoshima

2. Dept. of Civil Eng., Indian Institute of Technology

3. Department of Biotechnology for Water Treatment, Brandenburg University of Technology

4. Department of Freshwater Conservation, Bad Saarow Research Station, Brandenburg University of Technology

5. Water Resources Engineering Department, Japan Water Agency

Publisher

Japan Society of Civil Engineers

Subject

Civil and Structural Engineering,Environmental Engineering

Reference32 articles.

1. 1) Cooke, G. D., Welch, E. B., Peterson, S. A. and Nichols, S. A. : Restoration and Management of Lakes and Reservoirs, 3rd ed., CRC, 591 pp., 2005.

2. 2) Furusato, E., Asaeda, T. and Sudo, R. : Theoretical analysis of optical and hydraulic conditions of cyanobacteria growth based on the characteristics of antenna pigments absorption―Underwater light regime and mixed depth―, Journal of Japan Society of Water Environment, Vol. 26, pp. 277-284, 2003. [in Japanese with English abstract]

3. 3) Pastorok, R. A., Lerenzen, M. W. and Ginn, T. C. : Environmental aspect of artificial aeration and oxygenation of reservoirs: A review of theory, techniques, and experiences, NTIS Technical Report, E-82-3, 1982.

4. 4) Imamoto, H., Tasaku, M. and Furusato, E. : The effects of artificial circulation for prevention of cyanobacteria bloom and musty odor caused by cyanobacteria―Field experiments in nine dam reservoirs―, Dam Engineering, Vol. 23, No. 4, pp. 278-289, 2013. [in Japanese with English abstract]

5. 5) Ministry of Land, Infrastructure and Transport River Bureau (Japan) : Operation manual (draft) of aeration circulation facility and selected intake facility, 2005.

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