CAJ | 학술논문

西藏拉洛水利枢纽工程位于西藏自治区南部日喀则地区. 德罗电站前池溢流堰采用开敞式平底宽顶堰,沿山脊布置下游泄槽,最大落差达230余米,泄槽底坡变化大、线路曲折,全长2 297. 20 m. 针对泄槽复杂多变的弯道及坡度的水力设计难点,设计提出泄槽采用沿程设置台阶、中部间隔加设整流池及末端设置消力池的综合解决方案,有效地适应了弯道、底坡变化大的自然条件,且成功解决了高水头、高速水流的消能难题.其工程经验可供同类工程参考.
서장랍락수리추뉴공정위우서장자치구남부일객칙지구. 덕라전참전지일류언채용개창식평저관정언,연산척포치하유설조,최대락차체230여미,설조저파변화대、선로곡절,전장2 297. 20 m. 침대설조복잡다변적만도급파도적수력설계난점,설계제출설조채용연정설치태계、중부간격가설정류지급말단설치소력지적종합해결방안,유효지괄응료만도、저파변화대적자연조건,차성공해결료고수두、고속수류적소능난제.기공정경험가공동류공정삼고.
Laluo Hydro-junction is located in Xigaze region of southern Tibet. The open flat-bottom broad crest weir was a-dopted as the overflow weir of the fore-bay of its Deluo Hydropower Plant and the discharge spillway with full length of 2297.20 m in the downstream is constructed along a slope-varied, tortuous mountain ridge with the largest fall of more than 230 m. Ai-ming at the difficulties in hydraulic design such as the complicated and varied bend and slope of the discharge spillway, the solu-tion is put forward, which sets steps along the spillway, space interval regulating poll in the middle section and silting basin at the end of the discharge spillway. It suits the natural conditions of varying bend and slope and solves the difficulties of energy dissipa-tion of high-head and high-speed flow.