长江科学院院报
長江科學院院報
장강과학원원보
Journal of Yangtze River Scientific Research Institute
2015年
10期
43-46
,共4页
刘丹%孙西欢%石继忠%李永业
劉丹%孫西歡%石繼忠%李永業
류단%손서환%석계충%리영업
溢洪道%橡胶坝%泄流能力%水流特性%消能防冲
溢洪道%橡膠壩%洩流能力%水流特性%消能防遲
일홍도%상효패%설류능력%수류특성%소능방충
spillway%rubber dam%discharge capacity%flow characteristics%energy dissipation and scouring pre-vention
针对溢洪道无消能工和防洪能力不足等问题,修建橡胶坝可以提高其潜在效益。为了研究溢洪道控制段内修建橡胶坝对溢洪道水力特性的影响,结合工程实例,从溢洪道的泄流能力、水流特性以及出口消能防冲效果3个方面进行了对比分析。分析成果表明:安设橡胶坝的溢洪道泄流能力减小,但仍大于工程设计要求,可保障溢洪道安全运行;橡胶坝对溢洪道流速有较小影响,坝前流速变化幅度比坝后流速大;橡胶坝塌坝和充水2种工况下的溢洪道水面线变化趋势相近,突变点发生在坡度变化点附近和橡胶坝附近;溢洪道消能防冲能力几乎不受橡胶坝的影响。因此,有条件的溢洪道控制段内建设橡胶坝是可行的。研究成果可为类似工程的设计和中小型水库的除险加固提供参考依据。
針對溢洪道無消能工和防洪能力不足等問題,脩建橡膠壩可以提高其潛在效益。為瞭研究溢洪道控製段內脩建橡膠壩對溢洪道水力特性的影響,結閤工程實例,從溢洪道的洩流能力、水流特性以及齣口消能防遲效果3箇方麵進行瞭對比分析。分析成果錶明:安設橡膠壩的溢洪道洩流能力減小,但仍大于工程設計要求,可保障溢洪道安全運行;橡膠壩對溢洪道流速有較小影響,壩前流速變化幅度比壩後流速大;橡膠壩塌壩和充水2種工況下的溢洪道水麵線變化趨勢相近,突變點髮生在坡度變化點附近和橡膠壩附近;溢洪道消能防遲能力幾乎不受橡膠壩的影響。因此,有條件的溢洪道控製段內建設橡膠壩是可行的。研究成果可為類似工程的設計和中小型水庫的除險加固提供參攷依據。
침대일홍도무소능공화방홍능력불족등문제,수건상효패가이제고기잠재효익。위료연구일홍도공제단내수건상효패대일홍도수력특성적영향,결합공정실례,종일홍도적설류능력、수류특성이급출구소능방충효과3개방면진행료대비분석。분석성과표명:안설상효패적일홍도설류능력감소,단잉대우공정설계요구,가보장일홍도안전운행;상효패대일홍도류속유교소영향,패전류속변화폭도비패후류속대;상효패탑패화충수2충공황하적일홍도수면선변화추세상근,돌변점발생재파도변화점부근화상효패부근;일홍도소능방충능력궤호불수상효패적영향。인차,유조건적일홍도공제단내건설상효패시가행적。연구성과가위유사공정적설계화중소형수고적제험가고제공삼고의거。
In order to solve the lack of energy dissipator and the low flood control capacity of spillway,rubber dam was constructed to improve the potential efficiency of spillway.To explore the effects of building rubber dam in the control segment on the hydraulic characteristics of spillway,factors such as the flood discharge capacity of spillway, the characteristics of flow and the effect of export energy dissipation were analyzed in association with engineering example.Research results show that:the discharge capacity of spillway decreases when being constructed with rub-ber dam,but safety operation of spillway can be guaranteed because the capacity still meets the damand of engi-neering design;the rubber dam has a little influence on flow velocity of spillway ,and flow velocity variation of front of the dam is bigger than that of back of the dam;under the condition of rubber dam collapse or water filling, variation trend of water surface profile is similar,and sudden changing points are located near rubber dam or the position where gradient changes;moreover,the effect of rubber dam on energy dissipation and scouring prevention is slight,so it is feasible to construct a rubber dam in the control segment of spillway.The results can also be taken as reference for similar engineering design and disaster relief and strengthening of small and medium-sized reser-voirs.