TECHNICAL PAPERS
Oct 1, 1996

Temporal Variation of Sediment Yield

Publication: Journal of Hydrologic Engineering
Volume 1, Issue 4

Abstract

Estimates of temporal variation of the sediment yield are required for studies of reservoir sedimentation, river morphology, and soil and water conservation. In this paper, a method is proposed for prediction of the variation of sediment yield with time. This method is based on the assumption that the time-area curve of a catchment can be used to obtain the catchment response to an input. The sediment delivery ratio in a catchment is considered to be the function of land slope, area, and extent of forest cover. Carefully collected data from the experimental catchments are used for calibration and verification of the proposed method. The present method is found to produce realistic estimates for the total sediment yield.

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References

1.
Ashida, K., Takahashi, T., and Sawada, T. (1976). “Sediment yield and transport on a mountainous small watershed.”Bull. Disaster Prevention Res. Inst., Kyoto, Japan, 26 (Part 3), No. 240, 119–125.
2.
Beasley, D. B., Higgins, L. F., and Monk, E. J.(1980). “ANSWERS: a model for watershed planning.”Trans., ASAE, 23, 939–944.
3.
Bogardi, I., Bardossy, A., Fogel, M., and Duckstein, L.(1986). “Sediment yield from agricultural watersheds.”J. Hydr. Engrg., ASCE, 112(1), 64–70.
4.
Central Soil and Water Conservation Research and Training Institute (CS&WCR&TI). (1986). Annu. Rep. on Soil and Water Conservation, Indian Council of Agric. Res., Ministry of Agric., Govt. of India, Dehradun, India.
5.
Foster, G. R., Lane, L. J., Newlin, J. D., Laflen, J. M., and Young, R. A. (1981). “Estimating erosion and sediment yield on field size areas.”Trans., ASAE, 1253–1261.
6.
Hadley, R. F., Lal, R., Onstad, C. A., Walling, D. E., and Yair, A. (1985). “Recent developments in erosion and sediment yield studies.”UNESCO, (IHP) Publ., Paris, France, 127.
7.
Julien, P. Y., and Tanago, M. G. D. (1991). “Spatially varied soil erosion under different climates.”Hydro. Sci. J., 36(6, 12), 511–524.
8.
Kirpich, Z. P.(1940). “Time of concentration of small agricultural watersheds.”Civ. Engrg., 10(6), 362.
9.
Knisel, W. G. (ed.) (1980). “CREAMS: A field scale model for chemicals, runoff and erosion for agricultural management systems.”Res. Rep. No. 26, U.S. Dept. of Agric. Conservation, Sci. and Educ. Admin., Washington, D.C.
10.
Kothyari, U. C., Tiwari, A. K., and Singh, R. (1994). “Prediction of sediment yield.”J. Irrig. and Drain. Engrg., ASCE, 120(6).
11.
Laurenson, E. M. (1964). “A catchment storage model for runoff routing.”J. Hydro., Amsterdam, The Netherlands.
12.
Linsley, R. K., Kohler, M. A., and Paulhus, J. L. (1958). Hydrology for engineers . McGraw-Hill Book Co., Inc., New York, N.Y., 237–239.
13.
Maidment, D. R. (1993). “Developing a spatially distributed unit hydrograph by using GIS.”IAHS Publ. No. 211, 181–193.
14.
Renard, K. G., Foster, G. R., Weesies, G. A., and Porter, J. P.(1991). “RUSLE, revised universal soil loss equation.”J. Soil and Water Conservation, 46(1), 30–33.
15.
Singh, V. P. (1989). “A quasi-conceptual linear model for synthesis of direct runoff with potential application to ungauged basins.”Military Hydro. Rep. No. 17, Dept. of Civ. Engrg., Louisiana State Univ., Baton Rouge, La., 30.
16.
Soil and Water Conservation Division. (S&WCD). (1991). Evaluation of the hydrologic data . Ministry of Agric., Govt. of India, New Delhi, India, Vol. I and II, 269.
17.
Vanliew, M. W., and Saxton, K. E.(1994). “Dynamic simulation of sediment discharge from agricultural watersheds.”Trans. ASAE, 27(4), 1087–1092.
18.
Williams, J. R.(1978). “A sediment graph model based on instantaneous unit sediment graph.”Water Resour. Res., 14(4), 659–664.
19.
Williams, J. R., and Berndt, H. D. (1972). “Sediment yield computed with universal equation.”J. Hydra. Engrg., ASCE, 98(12), 2087–2098.21.
20.
Williams, J. R.(1975). “Sediment routing for agricultural watersheds.”Water Resour. Bull., 11, 965–974.
21.
Wilson, B. N., Barfield, B. J., Moore, I. D., and Warner, R. C.(1984). “A hydrology and sedimentology watershed model. II: Sedimentology component.”Trans. ASAE, 27, 1378–1384.
22.
Wischmeier, W. H., and Smith, D. D. (1978). “Predicting rainfall erosion losses.”Agricultural Handbook No. 537, U.S. Dept. of Agric.—Sci. and Educ. Admin., Washington, D.C., 58.
23.
Wu, T. H., Hall, J. A., and Bonta, J. V.(1993). “Evaluation of runoff and erosion models.”J. Irrig. and Drain. Engrg., ASCE, 119(4), 364–382.
24.
Young, R. A., Onstad, C. A., Bosch, D. D., and Anderson, W. P. (1987). “AGNPS: an agricultural nonpoint source pollution model.”Conservation Res. Rep. 35, U.S. Dept. of Agric., Agric. Res. Service, Washington, D.C.

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Go to Journal of Hydrologic Engineering
Journal of Hydrologic Engineering
Volume 1Issue 4October 1996
Pages: 169 - 176

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Published online: Oct 1, 1996
Published in print: Oct 1996

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Authors

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U. C. Kothyari
Lect., Dept. of Civ. Engrg., Univ. of Roorkee, Roorkee, Utter Pradesh, 247 667, India.
A. K. Tiwari
PhD Student, Dept. of Hydro., Univ. of Roorkee, Roorkee, Utter Pradesh, 247 667, India.
Ranvir Singh
Prof., Dept. of Hydro., Univ. of Roorkee, Roorkee, Utter Pradesh, 247 667, India.

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