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Interactive water power flow regulation and energy dissipation system and water power energy dissipation and flow regulation method
The invention belongs to the technical field of water conservancy projects, and particularly relates to an interactive water power flow regulation and energy dissipation system and a water power energy dissipation and flow regulation method. The system comprises a gate, a diversion canal, a forebay, a water inlet pool, discrete sills, discrete reverse ski-jump energy dissipation piers, a window type flow regulation beam and an eddy elimination plate. The diversion canal, the forebay and the water inlet pool are sequentially arranged behind the gate. The discrete sills are arranged on the frontportion of the diversion canal behind the gate and are symmetrically distributed along the center line of the diversion canal. The discrete reverse ski-jump energy dissipation piers are arranged on the middle portion of the diversion canal, located behind the discrete sills and symmetrically distributed along the center line of the diversion canal and the discrete sills in a staggered manner. Thewindow type flow regulation beam is arranged on the front portion of the forebay. The eddy elimination plate is arranged on the rear portion of the forebay. The interactive water power flow regulation and energy dissipation system and the water power energy dissipation and flow regulation method can effectively solve the problem that in the operation process of a gate-controlled pump station, water flow state instability and sediment accumulation exist in the forebay and the water inlet pool.
本发明属于水利工程技术领域,特别是涉及一种交互式水力整流消能系统及水力消能整流方法,该系统包括闸门、引水渠、前池、进水池、离散式底坎、离散式反向挑流消能墩、窗式整流梁和消涡板;所述引水渠、前池和进水池依次设置在闸门的后面;所述离散式底坎设置在闸门后面的引水渠的前部,沿引水渠中心线对称分布;所述离散式反向挑流消能墩布置在引水渠的中部,且位于离散式底坎的后面,沿引水渠中心线与离散式底坎呈交错式对称分布;所述窗式整流梁布置在前池的前部;所述消涡板布置在前池的后部。本发明能够有效解决闸控泵站运行过程中前池和进水池中存在水流流态不稳定和泥沙淤积的问题。
Interactive water power flow regulation and energy dissipation system and water power energy dissipation and flow regulation method
The invention belongs to the technical field of water conservancy projects, and particularly relates to an interactive water power flow regulation and energy dissipation system and a water power energy dissipation and flow regulation method. The system comprises a gate, a diversion canal, a forebay, a water inlet pool, discrete sills, discrete reverse ski-jump energy dissipation piers, a window type flow regulation beam and an eddy elimination plate. The diversion canal, the forebay and the water inlet pool are sequentially arranged behind the gate. The discrete sills are arranged on the frontportion of the diversion canal behind the gate and are symmetrically distributed along the center line of the diversion canal. The discrete reverse ski-jump energy dissipation piers are arranged on the middle portion of the diversion canal, located behind the discrete sills and symmetrically distributed along the center line of the diversion canal and the discrete sills in a staggered manner. Thewindow type flow regulation beam is arranged on the front portion of the forebay. The eddy elimination plate is arranged on the rear portion of the forebay. The interactive water power flow regulation and energy dissipation system and the water power energy dissipation and flow regulation method can effectively solve the problem that in the operation process of a gate-controlled pump station, water flow state instability and sediment accumulation exist in the forebay and the water inlet pool.
本发明属于水利工程技术领域,特别是涉及一种交互式水力整流消能系统及水力消能整流方法,该系统包括闸门、引水渠、前池、进水池、离散式底坎、离散式反向挑流消能墩、窗式整流梁和消涡板;所述引水渠、前池和进水池依次设置在闸门的后面;所述离散式底坎设置在闸门后面的引水渠的前部,沿引水渠中心线对称分布;所述离散式反向挑流消能墩布置在引水渠的中部,且位于离散式底坎的后面,沿引水渠中心线与离散式底坎呈交错式对称分布;所述窗式整流梁布置在前池的前部;所述消涡板布置在前池的后部。本发明能够有效解决闸控泵站运行过程中前池和进水池中存在水流流态不稳定和泥沙淤积的问题。
Interactive water power flow regulation and energy dissipation system and water power energy dissipation and flow regulation method
交互式水力整流消能系统及水力消能整流方法
GAO CHUANCHANG (author) / LIU WEI (author) / LI JUN (author) / GAO ZHIKAI (author) / SUN LONGYUE (author) / LI XIAOCHAO (author) / GAO YUXIN (author) / DONG XUMIN (author)
2020-05-12
Patent
Electronic Resource
Chinese
IPC:
E02B
HYDRAULIC ENGINEERING
,
Wasserbau
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