| Summary: | 碩士 === 國立中興大學 === 土木工程學系 === 84 === In recent years, "kinematic wave model" was
constantly madeuse of developments of hillslopes and
mapping out the planes, orhydrologic routing of
catchment basins. And further this model isverified that
it is a efficacious method for simulation of overland flow.
therefore, the study simulates the rainfull - runoff
correlation of thehillslope in Sin-Pu through the model.
At first, the test basin has to be divided into several
blocks, andconceptualized CASE I and CASE II plannar
overland flow models.Second, the study assumes the
loss of raunfull results only frominfiltration, and
satisfies Philip's equation. The last, the
studysimulates and verifies the runoff hydrographs
trough kinematic wavemethod and observations, respectively.
From the results, the tendencies of simulations and
observationsof two watershed models are coincidental.
It is clear that thecharacters of the wtershed is
still described reasonably throug CASEII simplified model;
the watershed models and equivalent roughnessare
reasonable.
The results of the article are the primary results of
the seriesresearches. the purpose of the researches is to
establish a hydrlogicmodel for developments of hillslopes and
controling disastrous.
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