A Study on Numerical Simulation of Flooding and Drainage
碩士 === 國立成功大學 === 水利及海洋工程學系 === 84 === A flooding-drainage model which combinates flooding model and drainage network model by means of weir flow theory is developed to simulate the interaction between the rainfall- runoff in the flood-plain and the flow...
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| Format: | Others |
| Language: | zh-TW |
| Published: |
1996
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| Online Access: | http://ndltd.ncl.edu.tw/handle/61216474632649225220 |
| Summary: | 碩士 === 國立成功大學 === 水利及海洋工程學系 === 84 === A flooding-drainage model which combinates flooding model and
drainage network model by means of weir flow theory is
developed to simulate the interaction between the rainfall-
runoff in the flood-plain and the flow in the drainage network
system. The inundated process due to over-design flood and the
function of drainage network system can be understood with the
help of this present model. The drainage network system model is
developed using the linar-fully-implicit scheme wirh matrix-
double-sweep method based on de-Saint Venent equations. A quasi-
two-dimension flooding model is developed to simulate the
inundated process of highly designed flood-plain which including
roads and ridges.With the use of hypothetical design case, the
conservation of discharge and the transfer of water between
flood-plain cells and drainage network system are discussed. The
reasonable results show that the capability of the combinated
model has been verified.The inundated process due to heavy
rainfall in the South-plain of Pa-chung River is simulated to
examine the applicability of this combinated model. The findings
indicate that this model is capable of simulating the
interaction between the flood-plain and drainage network system.
However, more filed data are necessary to calibrate the
hydraulic parameters.
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