'Periodica Polytechnica Budapest University of Technology and Economics'
Abstract
The discharges of the water courses are generated by the procedure of the precipitation
- which is an easily analysable stochastic procedure. The procedure of the discharges is
transformed by the boundary conditions of the water system. Consequently the procedure
is a very complicated structured stochastic procedure. The Cramer-Leadbetter crossing
method was constructed for analysis of such complicated stochastic procedures. For the
water management purposes it is needed to complete the random variables introduced
by Cramer and Leadbetter with the sum and extrem values of these parameters. Finally
the stochastic procedure will be characterised by the series of condition al probability
distribution of 17 random variables defined by the different crossing levels.
To complete the information the Poissonian structure of the highwaters and the
exponential character of the recession curves were used. A special tank model was used
to deduce analytical formulas for the distribution functions of these 17 random variables.
Two more sophisticated models were constructed - these models the condition al prob-
ability functions can be estimated by numerical algorithms with help of the adequate
software