TECHNICAL NOTES
Apr 1, 1999

Stratification in Laboratory Simulations of Water Hyacinth Ponds

Publication: Journal of Environmental Engineering
Volume 125, Issue 4

Abstract

The technical and economical feasibility of using water hyacinth ponds for the treatment of wastewater is well established. However, various purification mechanisms operative in a pond have not been understood fully. In the present work, an attempt has been made to study stratification in four laboratory scale models of different depths operated continuously over a period of 4 months. It was concluded from this study that stratification did not occur in ponds. An attempt also was made to study the possible reasons for it. First, dense water hyacinth canopy stops radiation in excess of 90%. This prevents the growth of algae and subsequent increase in dissolved oxygen. Second, based on temperature profiles, thermal and density stratification also were found to be absent. Third, the secondary circulation in the ponds, induced because of influent and effluent being at different levels, also assists in checking the stratification. All these effects make a water hyacinth pond unstratified, which helps in uniform treatment throughout the depth and maintenance of designed hydraulic detention time.

Get full access to this article

View all available purchase options and get full access to this article.

References

1.
Bokil, S. D., and Agarwal, G. D. ( 1977). “Stratification in laboratory simulations of shallow stabilization ponds.” Water Res., 11, 1025–1030.
2.
Dinges, R. ( 1982). Natural systems for water pollution control . Van Nostrand Reinhold, New York.
3.
Fortier, J. L., Reboul, B., Philip, P., Simard, M. A., Picker, P., and Jolicoeur, C. ( 1980). “Calorimetric studies of biodegradation process in biological waste treatment plant.” J. Water Pollution Control Fedn., 52(1), 89.
4.
IS: 4764. ( 1973). Tolerance limits for sewage effluents discharged into inland surface waters . Bureau of Indian Standards, New Delhi.
5.
Kumar, P. ( 1986). “Use of water hyacinth in wastewater treatment and biogas production.” PhD thesis, University of Roorkee, Roorkee, India.
6.
Kumar, P., and Garde, R. J. ( 1989). “Potentials of water hyacinth for sewage treatment.” Res. J. Water Pollution. Control Fedn., 61(11/12), 1702–1706.
7.
Kumar, P., and Garde, R. J. ( 1990). “Upgrading wastewater treatment by water hyacinth in developing countries.” Water. Sci. and Technol., 22(7/8), 153–160.
8.
Kumar, P., and Garde, R. J. ( 1992). “Natural systems for wastewater treatment: A proposal for treatment of wastewater at Varanasi.” Proc., Sem. on Pollution Control in River Cities of India—A Case Study of Ganga at Varanasi, Varanasi, India, 1–11.
9.
Matulewich, V. A., and Finstein, M. S. ( 1978). “Distribution of autotrophic nitrifying bacteria in a polluted river (the Passaic).” Appl. and Envir. Microbiol., 35(1).
10.
Sculthorpe, C. D. ( 1967). The biology of aquatic vascular plants . Edward Arnold Ltd., London.
11.
Standard methods for examination of water and wastewater . (1995). American Public Health Association, American Water Works Association, and Water Pollution Control Federation, Washington, D.C.
12.
Stowell, R., Ludwig, R., Colt, J., and Tchobanoglous, G. (1981). “Concepts in aquatic treatment system design.”J. Envir. Engrg., ASCE, 107(5), 919–940.
13.
Tchobanoglous, G. ( 1987). “Aquatic plant systems for wastewater treatment: Engineering considerations.” Aquatic plants for water treatment and resource recovery, K. R. Reddy and W. H. Smith, eds., Magnolia Publishing, Orlando, Fla., 27–48.
14.
Tchobanoglous, G., Maitski, F., Thompson, K., and Chadwick, T. H. ( 1989). “Evolution and performance of city of San Diego pilot-scale aquatic wastewater treatment system using water hyacinths.” Res. J. Water Pollution Control Fedn., 61(11/12), 1625–1635.
15.
Water hyacinth wastewater treatment design manual . (1980). Gee and Jenson Engineers-Architects-Planners, Inc., West Palm Beach, Fla.
16.
Weber, A. S., and Tchobanoglous, G. (1985). “Nitrification in water hyacinth treatment systems.”J. Envir. Engrg., ASCE, 111(5), 699–713.

Information & Authors

Information

Published In

Go to Journal of Environmental Engineering
Journal of Environmental Engineering
Volume 125Issue 4April 1999
Pages: 382 - 384

History

Published online: Apr 1, 1999
Published in print: Apr 1999

Permissions

Request permissions for this article.

Authors

Affiliations

Assoc. Prof., Dept. of Civ. Engrg., Univ. of Roorkee, Roorkee 247 667, India.
U.G.C. Emeritus Fellow, Central Water and Power Res. Station, P.O. Khadakwasla, Pune 411 024, India.

Metrics & Citations

Metrics

Citations

Download citation

If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.

View Options

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share