TECHNICAL PAPERS
Jun 1, 1985

Simulator for Water Resources in Rural Basins

Publication: Journal of Hydraulic Engineering
Volume 111, Issue 6

Abstract

A model called SWRRB (Simulator for Water Resources in Rural Basins) was developed for simulating hydrologic and related processes in rural basins. The objective in model development was to predict the effect of management decisions on water and sediment yields with reasonable accuracy for ungaged rural basins throughout the United States. The three major components of SWRRB are weather, hydrology, and sedimentation. Processes considered include surface runoff, percolation, return flow, evapotranspiration, pond and reservoir storage, and sedimentation. The SWRRB model was developed by modifying the CREAMS (Chemicals, Runoff, and Erosion from Agricultural Management Systems) daily rainfall hydrology model for application to large, complex, rural basins. The major changes were: (1) A return flow component was added; (2) the model was expanded to allow simultaneous computations on several sub‐basins; (3) a reservoir storage component was added for use in determining the effects of farm ponds and other reservoirs on water and sediment yield; (4) a weather simulation model (precipitation, solar radiation, and temperature) was added to provide for longer‐term simulations and more representative weather inputs, both temporally and spatially; (5) a better method was developed for predicting the peak runoff rate; and (6) a simple flood routing component was added. Besides water, SWRRB also simulates sediment yield using the Modified Universal Soil Loss Equation (MUSLE) and a sediment routing model. Tests with data from a 538km2 basin in Oklahoma and a 17.7km2 basin in Texas indicate that SWRRB is capable of simulating water and sediment yield realistically.

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References

1.
Knisel, W. G., ed., “CREAMS, A Field Scale Model for Chemicals, Runoff, and Erosion from Agricultural Management Systems,” United States Department of Agriculture Conservation Research Report No. 26, 1980.
2.
Nicks, A. D., “Stochastic Generation of the Occurrence, Pattern, and Location of Maximum Amount of Daily Rainfall,” Proceedings Symposium on Statistical Hydrology, Aug.–Sept., 1971, Tucson, Ariz. (Misc. Publ. No. 1275, pp. 154–171), 1974.
3.
Nicks, A. D., and Igo, F. A., “A Depth‐Area‐Duration Model of Storm Rainfall in the Southern Plains,” Water Resources Research, Vol. 16, No. 5, pp. 939–945, 1980.
4.
Ritchie, J. T., “A Model for Predicting Evaporation from a Row Crop with Incomplete Cover,” Water Resources Research, Vol. 8, No. 5, 1972, pp. 1204–1213.
5.
USDA, Soil Conservation Service, “Farm Pond Survey‐Texas,” 1957.
6.
USDA, Soil Conservation Service, “National Engineering Handbook,” Hydrology Section 4, Chapters 4–10, 1972.
7.
Williams, J. R., “HYMO Flood Routing,” Journal of Hydrology, 26, 1975, pp. 17–27.
8.
Williams, J. R., and Berndt, H. D., “Sediment Yield Prediction Based on Watershed Hydrology,” Transactions ASAE, Vol. 20, No. 6, 1977, pp. 1100–1104.
9.
Williams, J. R., and Hann, R. W., “Optimal Operation of Large Agricultural Watersheds with Water Quality Constraints,” TR‐96, Texas Water Resources Inst., Texas A&M University, 1978.
10.
Williams, J. R., and Nicks, A. D., “CREAMS Hydrology Model—Option One,” Applied Modeling Catchment Hydrology, Proceedings of the International Symposium on Rainfall‐Runoff Modelling, May 18–21, 1981, Mississippi State, Miss., V. P. Singh, ed., 1982, pp. 69–86.
11.
Williams, J. R., Jones, C. A., and Dyke, P. T., “A Modeling Approach to Determining the Relationship Between Erosion and Soil Productivity,” accepted for publication in Transactions ASAE, 27(1), 1984, 129–144.

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Go to Journal of Hydraulic Engineering
Journal of Hydraulic Engineering
Volume 111Issue 6June 1985
Pages: 970 - 986

History

Published online: Jun 1, 1985
Published in print: Jun 1985

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Authors

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J. R. Williams, M. ASCE
Hydr. Engr., USDA‐ARS, P.O. Box 748, Temple, Tex. 76503
A. D. Nicks, M. ASCE
Agricultural Engr., USDA‐ARS, P.O. Box 1430, Durant, Okla. 74702
J. G. Arnold
Hydr. Engr., USDA‐ARS, P.O. Box 748, Temple, Tex. 76503

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