| Title |
An Estimation of discharge Coefficient for Broad Crested Side Weir |
| Keywords |
broad crested side weir;discharge coefficient;multiple regression analysis;광정횡월류위어;유랑계수;다중회귀분석 |
| Abstract |
To install the side weirs in inlet of wash land construction, it is necessary to calculate more accurately the discharges over side weir. In this study, the hydraulic experiments were performed in broad crested side weirs that installed trapezoidal channel and that considered more applicable to the actual river. Upstream Froude number in the main channel and weir height, length, width and slope of main channel were considerd for estimation of discharge coefficient of broad crested side weir. Experimental results show that the discharge coefficient of broad crested side weir depend on, and. New estimated equation for the discharge coefficient are suggested through the multiple regression analysis and its applicability is confirmed by comparing estimated and measured discharges over side weirs. |