TECHNICAL PAPERS
May 1, 1989

Estimating Terminal Lake Level Frequencies

Publication: Journal of Water Resources Planning and Management
Volume 115, Issue 3

Abstract

A reliable method of predicting long‐term future lake levels with associate exceedance frequencies is essential to establish planning elevations in the lakeshore environment. A methodology is proposed here to develop level‐frequency relationships for terminal lakes. The methodology is applied to Devils Lake, North Dakota. An autoregressive moving average (ARMA) model with a deterministic trend component for the annual storage changes is used as the basis. The storage changes are derived from the historical annual average level time series, and the level‐storage relationship. Using the validated ARMA model and simulation techniques, many sequences of annual incremental storage time series are generated. The concepts of mass curve and range analysis are applied to each synthetic sequence for deriving maximum and minimum lake volumes in each sequence. The resulting set of maximum and minimum lake volumes are then analyzed for their underlying frequency distributions. Utilizing the elevation‐storage function, the lake volume‐frequency relationship is converted to an annual average lake level‐frequency relationship. A separate treatment of within‐year maximum fluctuations about the average level is also developed. Both the average level and within‐year maximum fluctuation distributions represent the stochastic behavior of the lake and thus are found to be necessary to the development of the level‐frequency relationship.

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References

1.
Akaike, H. (1974). “A new look at the statistical model identification.” IEEE Trans. Autom. Control, AS‐19, 716–722.
2.
An analysis of lake levels on state highways, Devils Lake area, Benson‐Ramsey Counties. (1979). Program and Surveys, North Dakota State Highway Dept.
3.
Arnow, T. (1984). “Water‐level and water‐quality changes in Great Salt Lake, Utah, 1847‐1983.” U.S. Geological Survey Circular 913, U.S. Geological Survey.
4.
Box, G. E. P., and Jenkins, G. M. (1976). Time series analysis: forecasting and control. Holden‐Day, San Francisco, Calif.
5.
Climate and man: Cyclic water levels and land use problems in the Devils Lake Basin. (1977). Institute for Remote Sensing, Univ. of North Dakota.
6.
“Devils Lake Basin, North Dakota.” (1984). Reconnaissance Report, U.S. Army Corps of Engineers.
7.
“Guidelines for Determining Flood Flow Frequency.” (1973). Bulletin No. 17A, U.S. Water Resources Council, Washington, D.C.
8.
Haan, C. T. (1977). Statistical methods in hydrology. The Iowa State Univ. Press, Ames, Iowa.
9.
Harney Basin Flood—Legal, economic, and environmental impacts—Summary report. (1984). Oregon Dept. of Agriculture.
10.
Hipel, K. W. (1985). “Time series analysis in perspective.” Water Resour. Bull., 21(4), 609–624.
11.
Hubbard, L. (1975). “Hydrology of Malhuer Lake, Harney County, Southeastern Oregon.” U.S. Geological Survey Water‐Resources Investigations 21‐75, U.S. Geological Survey.
12.
Hydrology manual for North Dakota. (1980). U.S.D.A. Soil Conservation Service.
13.
James, L. D., et al. (1979). Estimation of water surface elevation probabilities and associated damages for the Great Salt Lake. Utah Water Research Laboratory, Utah State Univ., Logan, Utah.
14.
James, L. D., et al. “Update on estimation of water surface elevation probabilities for the Great Salt Lake.” UWRL/P‐81/01, Utah Water Research Laboratory, Utah State Univ., Logan, Utah.
15.
Klemes, V. (1974). “The Hurst phenomenon: A puzzle?Water Resour. Res., 10(4), 675–688.
16.
Koppula, S. D. (1981). “Predicting lake levels by exponential smoothing.” J. Hydr. Div., ASCE, 107(7), 867–878.
17.
MacKenzie, J. N. (1977). “Control of high water levels of Whitewater Lake.” Engineering Investigations and Economic Analysis, Department of Mines, Resources, and Environmental Management, Province of Manitoba.
18.
“Memo to Governor Allen I. Olson and members of the state water commission: Devils Lake Flood Control—SWC Project #1712.” (1982). North Dakota State Water Commission.
19.
Pack, D. J. (1979). A computer program for the analysis of time series models using the Box‐Jenkins philosophy. Automatic Forecasting Systems, Inc., Halboro, Pa.
20.
Padmanabhan, G., and Rao, A. R. (1982). “Order selection of AR models of hydrologic time series.” Nordic Hydrology, 13, 93–104.
21.
Padmanabhan, G., Woodbury, L. H., and Rogness, R. (1984). “Stochastic analysis and modeling of a land‐locked lake for resource development.” Conference Proc., Water for Resource Development, ASCE, New York, N.Y., 818–822.
22.
Phillips, K. N., and Van Denburgh, A. S. (1971). “Hydrology and geochemistry of Albert, Summer, and Goose lakes, and other closed‐basin Lakes in southcentral Oregon.” U.S. Geological Survey Professional Paper 502‐B, U.S. Geological Survey.
23.
“Reconnaissance report: Red River of the North Basin, Devils Lake Subbasin.” Report by Gulf South Research Institute to the U.S. Army Corps of Engineers, St. Paul District, St. Paul, Minn.
24.
Salas, J. D., et al. (1980). Applied modeling of hydrologic time series. Water Resources Publications, Littleton, Colo.
25.
Upham, W. G. (1895). “Development of agriculture in the Red River Valley.” U.S.G.S. Survey Monograph 25, U.S. Geological Survey, Washington, D.C.
26.
Yevjevich, V. (1972). Stochastic processes in hydrology. Water Resources Publications, Fort Collins, Colo.

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Go to Journal of Water Resources Planning and Management
Journal of Water Resources Planning and Management
Volume 115Issue 3May 1989
Pages: 321 - 337

History

Published online: May 1, 1989
Published in print: May 1989

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Authors

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Lawrence H. Woodbury
Sr. Engr., Houston Engrg., Inc., Fargo, ND 58102
G. Padmanabhan, Members, ASCE
Assoc. Prof., Dept. of Civ. Engrg., North Dakota State Univ., Fargo, ND 58105

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