JEQ Journal of Natural Resources and Life Sciences Education
HOME HELP FEEDBACK SUBSCRIPTIONS ARCHIVE SEARCH TABLE OF CONTENTS
 QUICK SEARCH:   [advanced]


     


Published in J Environ Qual 11:596-602 (1982)
© 1982 American Society of Agronomy, Crop Science Society of America, and Soil Science Society of America
677 S. Segoe Rd., Madison, WI 53711 USA
This Article
Right arrow Full Text (PDF)
Right arrow Alert me when this article is cited
Right arrow Alert me if a correction is posted
Services
Right arrow Similar articles in this journal
Right arrow Alert me to new issues of the journal
Right arrow Download to citation manager
Citing Articles
Right arrow Citing Articles via Google Scholar
Google Scholar
Right arrow Articles by Tare, V.
Right arrow Articles by Bokil, S. D.
Right arrow Search for Related Content
PubMed
Right arrow Articles by Tare, V.
Right arrow Articles by Bokil, S. D.
Agricola
Right arrow Articles by Tare, V.
Right arrow Articles by Bokil, S. D.

Wastewater Treatment by Soils: Role of Particle-Size Distribution1

Vinod Tare and S. D. Bokil2

ABSTRACT

This investigation evaluated the important parameters required to achieve an acceptable infiltration rate with adequate water quality improvement in a soil wastewater treatment system. Locally available sand and Kanpur silt (Entisol) were used in this evaluation. The particle-size distribution of soil was found to be an important parameter in improving the infiltration rate and water quality. An expression, based on retardant kinetics for biochemical oxygen demand (BOD), is proposed for chemical oxygen demand (COD) removal in soils as a function of soil depth. Also, an empirical relationship is developed that shows how the overall reduction in COD with soil depth varies with the time since the wasetwater application was initiated. The overall COD reduction rate increases for the first several days following the initiation of the wastewater application, and thereafter it decreases. This indicates that wastewater should not be continuously applied to soils. There should be alternating wet periods (wastewater application) and dry periods (no wastewater application). A significant reduction in NH3-N, total N, total P, and total coliforms also resulted because of particle-size distribution.

Key Words: land treatment • water quality • particle-size distribution • COD removal • land disposal


NOTES

1 Contribution of the Environmental Engineering Div., Dep. of Civil Engineering, Indian Institute of Technology, Kanpur-208016, India.

2 At the time of research authors were Research Scholar and Assistant Professor, respectively, Dep. of Civil Engineering, Indian Institute of Technology. The senior author is currently with the Illinois Institute of Technology, IIT Center, Chicago, IL 60616. S. D. Bokil is now deceased.

Received for publication June 14, 1980.





HOME HELP FEEDBACK SUBSCRIPTIONS ARCHIVE SEARCH TABLE OF CONTENTS
The SCI Journals Agronomy Journal Crop Science
Journal of Natural Resources
and Life Sciences Education
Vadose Zone Journal
Soil Science Society of America Journal Journal of Plant Registrations The Plant Genome
Copyright © 1982 by the American Society of Agronomy, Crop Science Society of America, and Soil Science Society of America.