A Method for Determination of the Warring Stage Along River Bank

• Main Authors: Su-Pai Kao, 高蘇白
• Other Authors: Chung C. Hsu
• Format: Others
• Language: zh-TW
• Published: 2001
• Online Access: http://ndltd.ncl.edu.tw/handle/30160682839809065840

碩士 === 淡江大學 === 水資源及環境工程學系 === 89 === The basin of Taiwan was over development. This will be increase the flood danger of city in the downstream of river. Therefore, it will be to set up the flood control structure. Because of think of economical and protect the property of people .We will formulating a warring stage along river bank . But , how we make sure the stage will be increase to warring stage , or how many time stage will be warring stage.We can use statistics theo- -rem and unsteady flow model to determination a warring stage. Finally , We consider two different situation. They are same cumulative distribu- -tion function with warring time of different stage err (e.g.P=cons.(%),Tr=x` (hrs) , dy=y` (m))and same time err with different cumulative distribution function of different stage err. (e.g.P=x`(%),Tr=cons. (hrs),dy=y`(m)) From the model , the warring time is inverse proportion of rainfall duration and proba- -bility of overflow is direct proportion of rainfall duration.