TECHNICAL PAPERS
Mar 1, 1985

Evaluation of Hydrologic Models Used to Quantify Major Land‐Use Change Effects

Publication: Journal of Irrigation and Drainage Engineering
Volume 111, Issue 1

Abstract

An evaluation was made of the capabilities of watershed models when applied in the absence of site calibration data and limited validation data to predict the effects of major land‐use changes upon hydrology. Members of the task committee were surveyed for representative models and asked to assess the accuracy to be expected from each. A total of 28 surface hydrology models were considered and most were judged capable of providing “good” accuracy. The reasons for this confidence were explored and appear to be based upon personal experience, possibly tempered by belief in the model originators. In view of the limited number of model comparison studies conducted and the less than encouraging results often obtained, it appears that when models are applied at sites without hydrologic data, considerable care must be taken if reasonable results are to be expected. In addition, there appears to be little justification for using a model more complicated than necessary under these conditions.

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References

1.
Alley, W. M., Dawdy, D. R., and Shaake, J. C., Jr., “Parametric‐Deterministic Urban Watershed Model,” Journal of the Hydraulics Division, ASCE, Vol. 106, No. HY5, 1980, pp. 679–690.
2.
American Society of Civil Engineers, “Design and Construction of Sanitary and Storm Sewers,” Manual No. 37, 1969.
3.
Anderson, D. G., “Effects of Urban Development on Floods in Northern Virginia,” U.S. Geological Survey Water‐Supply Paper 2001‐C, 1970.
4.
Aron, G., and Lakatos, D. F., “Penn State Runoff Model User's Manual,” Institute on Research on Land and Water Resources, Pennsylvania State University, University Park, Pa., 1980.
5.
Aron, G., and Kibler, D. F., “Procedure PSU‐IV for Estimating Design Flood Peaks on Ungaged Pennsylvania Watersheds,” Institute for Research on Land and Water Resources, Pennsylvania State University, University Park, Pa., 1981.
6.
Baker, M. B., and Rogers, J. J., “Evaluations of Water Balance Models on a Mixed Conifer Watershed,” Water Resources Research, Vol. 19, No. 2, 1983, pp. 486–492.
7.
Bales, J., and Betson, R. P., “The Curve Number as a Hydrologic Index,” Rainfall‐Runoff Relationship, Proceedings of the May 18–21, 1981 International Symposium on Rainfall‐Runoff Modeling, held at Mississippi State, Miss., Water Resources Publications, Littleton, Colo. 80161, 1982, pp. 371–386.
8.
Barfield, B. J., Warner, R. C., and Haan, C. T., Applied Hydrology and Sedimentology for Disturbed Lands, Oklahoma Technical Press, Stillwater, Okla., 1981, 603 pp.
9.
Beasley, D. B., Ross, B. B., Shanholtz, V. O., and Huggins, L. F., “Comparison of Two Distributed Parameter Watershed Models,” Proceedings of the Dec. 10–11, 1979 Hydrologic Transport Modeling Symposium, held at New Orleans, La., ASAE, pp. 196–205.
10.
Beasley, D. B., and Huggins, L. F., “ANSWERS (Area, Nonpoint Source Watershed Environment Response Simulation) Users Manual,” Agricultural Engineering Department, Purdue University, West LaFayette, Ind., 55 pp.
11.
Betson, R. P., and McMaster, W. M., “A First Generation Nonpoint Source Mineral Water‐Quality Model,” Journal Water Pollution Control Federation, Vol. 47, No. 10, 1975, pp. 2461–2473.
12.
Betson, R. P., Bales, J., and Pratt, H. E., “Users Guide to TVA‐HYSIM, A Hydrologic Program for Quantifying Land‐Use Change Effects,” EPA‐600/7‐80‐048, Tennessee Valley Authority, Water Systems Development Branch, Norris, Tenn. 37828, 1980.
13.
Betson, R. P., Bales, J., and Deane, C. H., “Methodologies for Assessing Surface Mining Impacts—Final TVA Report,” Tennessee Valley Authority, Water Systems Development Branch, Norris, Tenn. 37828, 1981.
14.
Beven, K., “Surface Water Hydrology—Runoff Generation and Basin Structure,” U.S. National Report to International Union of Geodesy and Geophysics, 1979–1982, American Geophysical Union, Washington, D.C. 20009, 1983, pp. 721–730.
15.
Brandstetter, A., “A Comparative Analysis of Urban Stormwater Models,” Applications of Stormwater Management Models, University of Massachusetts, Department of Civil Engineering and Water Resources Center, Short Course Aug. 19–23, 1974.
16.
Brandstetter, A., “An Assessment of Mathematical Models for Storm and Combined Sewer Management,” Battelle Northwest, Richland, Wash., 1975.
17.
Bureau of Reclamation, “Design of Small Dams,” USDI BLM Water Resources Publication, Revised Reprint, Appendix A, 1974, 816 pp.
18.
Curwick, P. B., and Jennings, M. E., “Evaluation of Rainfall‐Runoff Models for the Hydrologic Characterization of Surface Mined Lands,” Applied Modeling and Catchment Hydrology, Proceedings of the May 18–21, 1981 International Symposium on Rainfall‐Runoff Modeling, held at Mississippi State University, Miss., Water Resources Publications, Littleton, Colo. 80161, 1982, pp. 259–274.
19.
Danushkodi, V., “Flood Flow Frequency by SCS‐TR 20 Computer Program,” Journal of the Hydraulics Division, ASCE, Vol. 105, No. HY9, 1979, pp. 1123–1135.
20.
Dawdy, D. R., “Considerations Involved in Evaluating Mathematical Modeling of Urban Hydrologic Systems,” U.S. Geological Survey Water Supply Paper 1591‐D, 1969.
21.
DiGiano, F. A., Adrian, D. D., and Mangarella, P. A., eds., “Short Course Proceedings, Applications of Storm Water Management Models, 1976,” EPA‐600/2‐77‐065, Municipal Environmental Research Laboratory, Cincinnati, Ohio 45268, 1977.
22.
Dunn, T., “Relation of Field Studies and Modeling in the Prediction of Storm Runoff,” Journal of Hydrology, 65, 1983, pp. 25–48.
23.
Flaxman, E. M., “Predicting Sediment Yield in Western United States,” Journal of the Hydraulics Division, ASCE, Vol. 98, No. 12, 1972, pp. 2073–2085.
24.
Gifford, G. F., and Hawkins, R. H., “Deterministic Hydrologic Modeling of Grazing System Impacts on Infiltration Rates,” Water Resources Bulletin 15(4), 1979, pp. 924–934.
25.
Grimsrud, G. P., Fennemore, E. J., and Owen, H. J., “Evaluation of Water Quality Models—A Management Guide for Planners,” EPA‐600/5‐76‐004, EPA Office of Air, Land, and Water Use, 1976, 176 pp.
26.
Haan, C. T., Johnson, H. P., and Brakensiek, D. L., “Hydrologic Modeling of Small Watersheds,” American Society of Agricultural Engineers Monograph, St. Joseph, Mo. 49085, 1982.
27.
Hawkins, R. H., “Runoff Curve Numbers With Varying Soil Moisture,” Journal of the Irrigation and Drainage Division, ASCE, Vol. 104, No. IR4, 1978, pp. 389–98.
28.
Hill, J. J., “BURP‐II Program Abstract,” Water Systems Development Group, U.S. Forest Service, Ft. Collins, Colo. 80521, 1976.
29.
Hjelmfelt, A. T., “Empirical Investigation of Curve Number Technique,” Journal of the Hydraulics Division, ASCE, Vol. 109, No. HY9, 1980, pp. 1471–1476.
30.
Hydrologic Engineering Center, “HEC‐1 Flood Hydrograph Package,” Program Users Manual, U.S. Army Corps of Engineers, Davis, Calif., 1973.
31.
Huber, A. L., Israelsen, E. K., Hill, R. W., and Riley, J. P., “BSAM‐Basin Simulation Assessment Model Documentation and Users Manual,” PRWG201‐1, Utah Water Research Laboratory, College of Engineering, Utah State University, Loga, Utah, 1976, 30 pp.
32.
James, L. D., Bowles, D. S., and Hawkins, R. H., “A Taxonomy for Evaluating Surface Water Quantity Model Reliability,” Applied Modeling and Catchment Hydrology, Proceedings of the May, 1981, International Symposium on Rainfall‐Runoff Modeling held at Mississippi State University, Miss., Water Resources Publications, Littleton, Colo. 80161, 1982, pp. 189–228.
33.
Johanson, R. C., Imhoff, J. C., and Davis, H. H., Jr., “Users Manual for Hydrological Simulation Program‐Fortran (HSPF),” EPA‐600/9‐8‐015, Environmental Research Laboratory, Office of Research and Development, U.S. Environmental Protection Agency, Athens, Ga. 30605, 1980, 677 pp.
34.
Kent, K. M., “Estimating Runoff from Rainfall in Small Watersheds,” Presented at meeting of American Geophysical Union, Los Angeles, Calif., 1966.
35.
Knisel, W. G., “Erosion and Sediment Yield Models—An Overview,” Proceedings of the July, 1980, ASCE Symposium on Watershed Management, held at Boise, Idaho, pp. 141–150.
36.
Knisel, W. G., ed., “CREAMS: A Field Scale Model for Chemicals, Runoff, and Erosion from Agricultural Management Systems,” Conservation Research Report No. 26, U.S. Department of Agriculture, 1980, 640 pp.
37.
Lager, J. A., Pyatt, E. E., and Shubinski, R. P., “Storm Water Management Model: Volume 1‐Final Report,” EPA Water Pollution Control Research Series 11024 DOC 07/71, U.S. Environmental Protection Agency, 1971.
38.
Lystrom, D. J., Rinella, F. A., Rickert, D. A., and Zimmerman, L., “Regional Analysis of the Effects of Land Use on Stream Water Quality; Methodology and Application in the Susquehanna River Basin, Pennsylvania and New York,” U.S. Geological Survey, Water Resources Inv. No. 78‐12, 1978, 60 pp.
39.
Lystrom, D. J., Rinella, F. A., Rickert, D. A., and Zimmerman, L., “Multiple Regression Approach for Regional Water Quality Management,” EPA‐600/7‐78‐198, Environmental Research Laboratory, U.S. EPA, Athens, Ga. 30605, 1978, 59 pp.
40.
McCuen, R. H., “A Guide to Hydrologic Analysis Using SCS Methods,” Prentice‐Hall Inc., Englewood Cliffs, N.J. 07632, 1982.
41.
Naef, F., “Can We Model the Rainfall‐Runoff Process Today?” International Association of Hydrological Sciences, Blackwell Scientific Publications Ltd., Oxford, England, 26(3), 1981, pp. 281–289.
42.
Nathan, K., “A Field Evaluation of Soil Conservation Service Surface Runoff Hydrology,” North Atlantic Region ASCE Paper No. 80–203, 1980.
43.
Nash, J. E., “The Role of Parameteic Hydrology,” Journal of the Institute of Water Engineers, Vol. 21, 1967, pp. 435–474.
44.
Office of Technology Assessment, “Use of Models for Water Resources Management, Planning and Policy,” Superintendent of Documents, U.S. Government Printing Office, Washington, D.C. 20402, 1982, 242 pp.
45.
Office of Water Data Coordination, “Water Quality Data Needs for Small Watersheds,” Interagency Advisory Committee on Water Data, U.S. Geological Survey, Reston, Va. 22092, 1979, 37 pp.
46.
Overton, D. E., “Computer Program TENN II, A Nonlinear Model for Simulating Stormwater Runoff Volumes, Hydrographs, and Pollutant Yields for Small Watersheds: Users Manual,” D. E. Overton and Associates Consulting Engineers, Knoxville, Tenn., 1980, 21 pp.
47.
Piest, R. F., Kramer, L. A., and Heineman, H. G., “Sediment Movement from Loessial Watersheds,” USDA Agricultural Research Service ARS‐S‐40, Proc. of Sediment Yield Workshop, Oxford, Miss., 1975, pp. 130–141.
48.
Rallison, R. E., “Origin and Evaluation of the SCS Runoff Equation,” Symposium on Watershed Management—1980, ASCE, Boise, Idaho, 1980, pp. 912–924.
49.
Rallison, R. E., and Miller, N., “Past, Present, and Future SCS Runoff Procedure,” Rainfall‐Runoff Relationship, V. P. Singh, ed., Water Resources Publications, Littleton, Colo., 1982, pp. 353–364.
50.
Renard, K. G., Rawls, W. J., and Fogel, M. M., “Currently Available Models,” Hydrologic Modeling of Small Watersheds, American Society of Agricultural Engineers Monograph No. 5, C. T. Haan, H. P. Johnson, and D. L. Brakenseik, eds., St. Joseph, Mo. 49085, 1982, pp. 507–522.
51.
Ross, B. B., Shanholtz, V. O., Contractor, D. N., and Carr, J. C., “A Model for Evaluating the Effects of Land Uses on Flood Flows,” Bull. 85, Virginia Water Resources Research Center, 1978, 137 pages.
52.
Singh, V. P., ed., Rainfall‐Runoff Relationship, Water Resources Publications, Littleton, Colo., 1982, 582 pp.
53.
Smith, R. E., “Field Test of a Distributed Watershed Erosion/Sedimentation Model,” Soil Erosion: Prediction and Control, SCSA Special Publication No. 21, Ankeny, Iowa, 1977, pp. 201–209.
54.
Sneider, S. C., “Comparison of DSA and TR‐20 Rainfall‐Runoff Models,” Proceedings of the May, 1981, Eighth Annual Symposium on Urban Hydrology, Hydraulics and Sediment Control, held at Lexington, Ky.
55.
Soil Conservation Service, “Computer Program for Project Formulation Hydrology,” Soil Conservation Service Technical Release 20(TR‐20) Supplement No. 1, Mar., 1969.
56.
Soil Conseervation Service, “National Engineering Handbook,” Section IV Hydrology, Part 1‐Watershed Planning, Washington, D.C., Dec., 1972.
57.
Soil Conservation Service, “Urban Hydrology for Small Watersheds,” Technical Release No. 55, 1975.
58.
Steele, T. D., and Jennings, M. E., “Regional Analysis of Streamflow Chemical Quality in Texas,” Water Resources Res. 8(2), 1972, pp. 460–77.
59.
“Storage, Treatment, Overflow, Runoff Model‐STORM,” U.S. Corps of Engineers, Hydrologic Engineering Center, 1977.
60.
U.S. Forest Service, “Handbook on Methods for Hydrologic Analyses,” USDI‐USFS Report No. 3503, 1959, 273 pp.
61.
U.S. Forest Service, “Nonpoint Source Modeling in Wildland Management: A State of the Art Assessment (Vol. 1‐Text),” EPA‐600/3‐77‐036, USDA, Forest Service, EPA Environmental Research Lab., Athens, Georgia, 1977, 146 pp.
62.
Williams, J. R., “Sediment Yield Prediction with Universal Equation Using Runoff Energy Factor,” ARS‐S‐40, Proceedings of the Sediment‐Yield Workshop, held at Oxford, Miss., U.S. Department of Agriculture, 1975, pp. 244–252.
63.
Williams, J. R., and Berndt, H. D., “Sediment Yield Computed with the Universal Soil Loss Equation,” Journal of the Hydraulics Division, ASCE, Vol. 98, No. HY12, 1972, pp. 2087–2098.
64.
Williams, J. R., “WET: A Computerized Version of Chapter III—Hydrology—of the WRENSS Handbook,” WSDG‐AD‐00007, Watershed Systems Development Group, U.S. Forest Service, 3825 E. Mulberry Street, Ft. Collins, Colo., 1983, 158 pp.
65.
Wischmeier, W. H., and Smith, D. D., “Rainfall Energy and Its Relationship to Soil Loss,” Transactions, American Geophysical Union 39, 1958, pp. 285–91.
66.
Wischmeier, W. H., and Smith, D. D., “Predicting Rainfall‐Erosion Losses from Cropland East of the Rocky Mountains,” Agricultural Handbook 282, U.S. Department of Agriculture, Washington, D.C., 1965.
67.
WMO, “Intercomparison of Conceptual Models Used in Operational Forecasting,” WMO Operational Hydrology Report No. 7, 1975.

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Go to Journal of Irrigation and Drainage Engineering
Journal of Irrigation and Drainage Engineering
Volume 111Issue 1March 1985
Pages: 1 - 17

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

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The Task Committee on Quantifying Land‐Use Change Effects of the Watershed Manage. and Surface‐Water Committees of the Irrigation and Drain. Div.

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