A Study on the Estimating of Flood Outflow Hydrograph Model with Genetic Algorithm
碩士 === 逢甲大學 === 土木及水利工程研究所 === 84 === A multi-tributaries Muskingum model is developed based on mass conservation law by including the tributaries and lateral inflow in the basin. Using the inflow, a genetic algorithm is also constructed to process K(trib...
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ndltd-TW-084FCU000170172015-10-13T12:28:52Z http://ndltd.ncl.edu.tw/handle/87893630829467083198 A Study on the Estimating of Flood Outflow Hydrograph Model with Genetic Algorithm 應用遺傳演算法建立推估洪水出流歷線模式之研究 Wang, Ning-Beng 王寧本 碩士 逢甲大學 土木及水利工程研究所 84 A multi-tributaries Muskingum model is developed based on mass conservation law by including the tributaries and lateral inflow in the basin. Using the inflow, a genetic algorithm is also constructed to process K(tributary storage constant), X( weighting factor of tributary inflow) and EMBED Equation ( ratio of lateral flow and inflow) parameter estimation on the model. In practical simulation of flood events on Wu-Chi Creek, taking the Chin-Fon Bridge, the Chi-nan Bridge and the Nan-kang Bridge be the upstream gaging station and the Ta-tu Bridge be the downstream gaging station. The results of calibration and verification shows that the model simulation can be expressed the characteristics of flood propagation. In the meantime, we use the mean first order second moment method to estimate the 95% confidence interval to propose flood propagation reference in the furture. Chen Chang-Shian 陳昶憲 1996 學位論文 ; thesis 74 zh-TW |
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碩士 === 逢甲大學 === 土木及水利工程研究所 === 84 === A multi-tributaries Muskingum model is developed based on
mass conservation law by including the tributaries and lateral
inflow in the basin. Using the inflow, a genetic algorithm is
also constructed to process K(tributary storage constant), X(
weighting factor of tributary inflow) and EMBED Equation (
ratio of lateral flow and inflow) parameter estimation on the
model. In practical simulation of flood events on Wu-Chi Creek,
taking the Chin-Fon Bridge, the Chi-nan Bridge and the Nan-kang
Bridge be the upstream gaging station and the Ta-tu Bridge be
the downstream gaging station. The results of calibration and
verification shows that the model simulation can be expressed
the characteristics of flood propagation. In the meantime, we
use the mean first order second moment method to estimate the
95% confidence interval to propose flood propagation reference
in the furture.
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author2 |
Chen Chang-Shian |
author_facet |
Chen Chang-Shian Wang, Ning-Beng 王寧本 |
author |
Wang, Ning-Beng 王寧本 |
spellingShingle |
Wang, Ning-Beng 王寧本 A Study on the Estimating of Flood Outflow Hydrograph Model with Genetic Algorithm |
author_sort |
Wang, Ning-Beng |
title |
A Study on the Estimating of Flood Outflow Hydrograph Model with Genetic Algorithm |
title_short |
A Study on the Estimating of Flood Outflow Hydrograph Model with Genetic Algorithm |
title_full |
A Study on the Estimating of Flood Outflow Hydrograph Model with Genetic Algorithm |
title_fullStr |
A Study on the Estimating of Flood Outflow Hydrograph Model with Genetic Algorithm |
title_full_unstemmed |
A Study on the Estimating of Flood Outflow Hydrograph Model with Genetic Algorithm |
title_sort |
study on the estimating of flood outflow hydrograph model with genetic algorithm |
publishDate |
1996 |
url |
http://ndltd.ncl.edu.tw/handle/87893630829467083198 |
work_keys_str_mv |
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