TECHNICAL PAPERS
May 1, 1995

Risk-Equivalent Seasonal Discharge Programs for Ice-Covered Rivers

Publication: Journal of Water Resources Planning and Management
Volume 121, Issue 3

Abstract

Seasonal waste discharge (SWD) programs allow different waste-discharge rates during different seasons of the year and reduce the cost of waste treatment. The efficiency of such programs for managing biochemical oxygen demand (BOD) and dissolved oxygen (DO) may be affected by reduced reaeration and slowed BOD decomposition on river systems that have ice-cover conditions. This paper presents a modified SWD program for managing BOD and DO in river systems that have ice cover during certain periods of the year. The program designs a set of seasonal uniform treatment removal levels such that the average percent removal over the year is minimized and the risk of water-quality violation is equal to that which would occur under a nonseasonal waste-discharge program. The uniform treatment levels during the ice-covered period are evaluated by simulating water quality based on reaeration coefficients that are nearly zero. Application of this program to a section of the St. John River indicates that the treatment levels for the ice-covered season are not the highest treatment levels required during the year. This suggests that the water-quality responses resulting during the ice-cover period are not the most critical conditions for the St. John River. A sensitivity analysis shows that such results occur even when the BOD decay rate is increased to a high value during the ice-covered period. Evaluation of two- and four-season SWD programs for the St. John River indicate that in the two-season case there is no advantage to separating the ice-covered period from other times of the year and that only marginal savings can be achieved by using a four-season program instead of a two-season program.

Get full access to this article

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

References

1.
Biswas, A. K. (1976). “VI. Control of conventional and non-conventional water resources, the Saint John River system models: a case study.”J. Hydro., Vol. 28, 393–406.
2.
Biswas, A. K. (1981). “Model of the Saint John River, Canada.”Models for water quality management, A. K. Biswas, ed., McGraw-Hill International Book Co.
3.
Boner, M. C., and Furland, L. P.(1982). “Seasonal treatment and variable effluent quality based on assimilative capacity.”J. Water Pollution Control Fed., 54(10), 1408–1416.
4.
Churchill, M. A., Elmore, H. J., and Buckingham, R. A. (1962). “Prediction of stream reaeration rates.”J. Sanit. Engrg., ASCE, 4(1).
5.
DeLucia, R., and McBean, E. (1981). “Model for the Saint John River, United States.”Models for water quality management, A. K. Biswas, ed., McGraw-Hill International Book Co.
6.
Eheart, J. W., Brill, E. D. Jr., Lence, B. J., Kilgore, J. D., and Uber, J. G.(1987). “Cost efficiency of time-varying discharge permit programs for water quality management.”Water Resour. Res., 23(2), 245–251.
7.
Ferrara, R. A., and Dimino, M. A.(1985). “A case study analysis for seasonal nitrification: economic efficiency and water quality preservation.”J. Water Pollution Control Fed., 57(7), 763–769.
8.
Hargett, D., and Seasgraves, J. A. (1979). Benefits and costs of seasonal effluent permits in North Carolina. North Carolina Water Resour. Res. Inst., Raleigh, N.C.
9.
Lamb, J. C. III, and Hull, D. B. (1985). “Current status in use of flexible effluent standards.”J. Water Pollution Control Fed., 57(10), 993– 998.
10.
Lence, B. J., Eheart, J. W., and Brill, E. D. Jr.(1990). “Risk equivalent seasonal discharge programs for multidischarger streams.”J. Water Resour. Plng. and Mgmt., ASCE, 16(2), 170–186.
11.
McBean, E. A., and DeLucia, R. J.(1979). “Systems analysis applied to the St. John River.”Can. J. Civ. Engrg., 6(3), 423–431.
12.
Meta Systems Inc. (1975). “Assistance in describing present water quality and quantity, projecting future water quality and assessing the impacts of achieving the requirements and goals of P.L. 92-500.”Rep., Prepared for the Nat. Commission in Water Quality, Cambridge, Mass.
13.
Mitnik, P. (1988). St. John River waste load allocation. Maine Dept. of Envir. Protection, Me.
14.
Northern Maine Regional Plng. Commission. (1976). “St. John River basin water quality management plan.”Final Rep., Prepared by Edward C. Jordan Co. Inc. and Meta Systems Inc., Me.
15.
O'Conner, D. J., and Dobbins, W. E.(1958). “Mechanism of reaeration in natural streams.”Trans., ASCE, New York, N.Y., 123, 655.
16.
O'Niel, W. B. (1980). “Pollution permits and markets for water quality,” PhD thesis, Univ. of Wisconsin, at Madison, Wis.
17.
Owens, M., Edwards, R., and Gibbs, J. (1964). “Some reaeration studies in streams.”Int. J. Air. Water Pollution, Vol. 8, 469–486.
18.
Ranjie, H., and Huimin, L.(1987). “Modelling of BOD-DO dynamics in an ice-covered river in northern China.”Water Res., 21(3), 247–251.
19.
Reheis, H. F., Dozier, J. C., Word, D. M., and Holland, J. R.(1982). “Treatment costs savings through monthly variable effluent limits.”J. Water Pollution Control Fed., 54(8), 1224–1230.
20.
Rossman, L. A.(1989). “Risk equivalent seasonal waste load allocation.”Water Resour. Res., 25(10), 2083–2091.
21.
Schallock, E. W., and Lotspeich, F. B. (1974). “Low winter dissolved oxygen in some Alaskan rivers.”EPA Proj. 21-ARX; EPA-666-3-74-008, Nat. Envir. Ctr., EPA, Corvallis, Ore.
22.
Schreier, H., Erlebach, W., and Albright, L. (1980). “Variations in water quality during winter in two Yukon rivers with emphasis on dissolved oxygen concentration.”Water Res., Vol. 14, 1345–1351.
23.
Streeter, H. W., and Phelps, E. B. (1958). “A study of the pollution and natural purification of the Ohio River. III: factors concerned in the phenomena of oxidation and reaeration.”U.S. Pub. Health Serv., Pub. Health Bull. No. 146, Feb. 1925, U.S. Dept. of Health, Education, and Welfare, Washington, D.C.
24.
Takyi, A. K., and Lence, B. J. (1995). “A non-stationary Markov chain model for seasonal risk equivalent water quality management.” Accepted for publication in Water Resour. Res.
25.
Tetra Tech, Inc. (1978). “Rates, constants, and kinetics formulations in surface water quality modeling.”Rep., EPA-600/3-78-105, Envir. Protection Agency (EPA), Washington, D.C.
26.
Thomann, R. V., and Mueller, J. A. (1987). Principles of surface water quality modeling. Harper and Row, New York, N.Y., 322.

Information & Authors

Information

Published In

Go to Journal of Water Resources Planning and Management
Journal of Water Resources Planning and Management
Volume 121Issue 3May 1995
Pages: 275 - 282

History

Published online: May 1, 1995
Published in print: May 1995

Permissions

Request permissions for this article.

Authors

Affiliations

Corinne L. Wotton
Grad. Student, Water Resour. Engrg., Dept. of Civ. and Geological Engrg., Univ. of Manitoba, 15 Gillson St., Winnipeg, Manitoba, Canada, R3T 5V6.
Barbara J. Lence, Associate Member, ASCE
Asst. Prof., Water Resour. Engrg., Dept. of Civ. and Geological Engrg., Univ. of Manitoba, 15 Gillson St., Winnipeg, Manitoba, Canada, R3T 5V6.

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.

Cited by

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