Verification of A Numerical Model for Storm-Drainage System / 雨水下水道數值模式與驗證

碩士 / 淡江大學 / 水資源及環境工程學系碩士班 / 104 / This research apply Preissmann''s scheme and Double-Sweep Method to establish a model to solve Continuity Equation and Momentum Equation according to Saint Venant Hypotheses. The upstream boundary condition assumed to be designed discharge hydrograph, and the downstream boundary condition assumed to be water stage hydrograph of tidal. The base discharge at each channel is assumed with a small discharge. Assumed the flow is steady ,the initial depth of this model involves downstream boundary condition effect and is derived from downstream end using Standard-Step Method.
This model mainly to simulate the horseshoe -shaped tube of open channel flow and base on the experiment result to prove the validity and accuracy of each parameter can be tested.

Identiferoai:union.ndltd.org:TW/104TKU05087014
Date January 2016
CreatorsJia-Min Lin, 林家民
Contributors許中杰
Source SetsNational Digital Library of Theses and Dissertations in Taiwan
Languagezh-TW
Detected LanguageEnglish
Type學位論文 ; thesis
Format51

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