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Many analyses of rainfall- runoff were constantly used
the hydrologic m-odel for hydrological simulation and test , but
many types of hydrologic mode-l have local nature and in this
respect usually affected by the local limitations . The main
purpose of this study is to explore the parameter
relationshipbetween the kinematic wave model and tank model .
The structure of the kinemat-ic wave model is based on the
Kadoya''s characteristic curve method which was developed in
Japan , to explore the determination method of inclined plans
par-ameter and use the function of hydrograph in the mathematic
to solve the rel-ationship between kinematic wave model and tank
model . The study use the record of
indoor artificial rainfall amount to simulat-e the runoff for
slope-ground , by means of discharges recession curve to dec-ide
the main inclined planes parameter of the characteristics curve
method , to use of the characteristic of the accordance with
discharge hydrograph were affected by physiographic factors and
infer the reasonable main parameter of t-he tank model . In this
study , we use of different rainfall duration or rain-fall
intensity of bare slope with weed slope to simulate the model .
To analy-ze and study the rationality of parameter of the model
by recession parameter, hope to use the experiences formula or
physics formula to establish the basemanner for the parameters
transition. Key word :
kinematic wave , tank model , recession curve
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