A Study on Non-equal Width Open-Channel Junction Flow at 30 degree
碩士 === 淡江大學 === 水資源及環境工程學系 === 88 === This study presents an analytical approach for solving both the upstream-to-downstream depth ratio and the energy loss coefficient through non-equal width open-channel junction flow over horizontal beds, based on a seriers of hydraulicexperiments. The results o...
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| Format: | Others |
| Language: | zh-TW |
| Published: |
2000
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| Online Access: | http://ndltd.ncl.edu.tw/handle/10516900675273525545 |
| Summary: | 碩士 === 淡江大學 === 水資源及環境工程學系 === 88 === This study presents an analytical approach for solving both the upstream-to-downstream depth ratio and the energy loss coefficient through non-equal width open-channel junction flow over horizontal beds, based on a seriers of hydraulicexperiments. The results of the analytical approach are found to be in fairly good agreement with the experimental values obtained by others studies. Finally, an equation relating the depth ratio, dischargeratio and downstream Froude number is proposed to serve as an interior boundary condition for one-dimensional numerical simulation.
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