Skip to main content
Log in

Aggregated runoff from small watersheds based on stochastic representation of storm events

  • Published:
Water Resources Management Aims and scope Submit manuscript

Abstract

This paper is concerned with the estimation of aggregated direct runoff from small watersheds during a time interval (0,t), homogeneous with respect to rainfall characteristics. The storm events are simulated by a Poisson process, whereas direct runoff is estimated by the SCS method or a linear regression model. The probability of the occurrence of direct runoff is incorporated in the proposed method by examining the possibility of each storm exceeding the watershed losses index. A closed form solution is derived for the expected total direct runoff in the interval (0,t). Finally, the proposed method is applied to a particular set of conditions.

This is a preview of subscription content, log in via an institution to check access.

Access this article

Price excludes VAT (USA)
Tax calculation will be finalised during checkout.

Instant access to the full article PDF.

Similar content being viewed by others

Abbreviations

Q :

direct runoff

P :

rainfall depth

S :

index of watershed storage

CN:

Curve Number of SCS method

t :

time

T i :

time interval between successive storm events (i andi+1)

X i :

storm depth of theith event (case a) excess storm depth of theith event (case b)

Y(t) :

total direct runoff in (0,t)

N(t) :

number of storm events in (0,t)

F(t) :

distribution function of the time between storm events

G(x) :

distribution function of the storm depth

F n(t),F n+1(t):

n-fold and (n+1)-fold convolution ofF(t), respectively

G n(x),G n+1(x):

n-fold and (n+1)-fold convolution ofG(x), respectively

E[X] :

expected mean value

p :

probability of exceeding the thresholde,p+q=1

*:

convolution operation

References

  • Chong, S. K. and Teng, T. M., 1986, Relationship between the runoff curve number and hydrological soil properties,J. Hydrol. 8, 1–7.

    Google Scholar 

  • Eagleson, P., 1978, Climate, soil and vegetation, 2. The distributions of annual precipitation derived from observed storm sequences,Water Resour. Res. 14(5), 713–721.

    Google Scholar 

  • McConalogue, D. J., 1978, Convolution integrals involving distribution functions (Algorithm 102),Computer J. 21, 270–272.

    Google Scholar 

  • Hawkins, R. H., 1979, Runoff curve numbers from partial area watersheds.J. Irrig. Drain. Div., ASCE 105 (IR4), 375–389.

    Google Scholar 

  • Ross, S. M., 1970,Applied Probability Models with Optimization Applications, Holden Day, New York.

    Google Scholar 

  • Soil Conservation Service, 1972,National Engineering Handbook, Section 4: Hydrology. USDA, U.S. Government Printing Office, Washington, D.C.

    Google Scholar 

  • Todorovic, P. and Woolhiser, D. A., 1976, Stochastic structure of the local pattern of precipitation, in H. W. Shen (ed.),Stochastic Approaches to Water Resources, Vol. 2, Fort Collins, Colo. 15.1–15.37.

  • Todorovic, P. and Yevjevich, V., 1969, Stochastic process of precipitation. Hydrol. Paper 35, Colo. State Univ., Fort Collins.

    Google Scholar 

  • Tsakiris, G., Agrafiotis, G., and Kiountouzis, E., 1984, Modelling the occurrence of wet and dry periods, in G. Tsakiris (ed.),Proceedings of the 5th Inter. Conf. on Water Resources Planning and Management, subject 5, 5.121–5.135, Athens, Greece.

  • Waymire, E. and Gupta, V., (1981), The mathematical structure of rainfall representations, 1. A Review of the stochastic rainfall models,Water Resour. Res. 17(5), 1261–1272.

    Google Scholar 

Download references

Author information

Authors and Affiliations

Authors

Rights and permissions

Reprints and permissions

About this article

Cite this article

Tsakiris, G., Agrafiotis, G. Aggregated runoff from small watersheds based on stochastic representation of storm events. Water Resour Manage 2, 77–86 (1988). https://doi.org/10.1007/BF00577061

Download citation

  • Received:

  • Accepted:

  • Issue Date:

  • DOI: https://doi.org/10.1007/BF00577061

Key words

Navigation