CAJ | 학술논문

受地形限制，双河水库溢洪道进口段形式较为复杂，致使控制段横向水深分布极为不均、泄槽段出现明显菱形冲击波及横向水面差。为改善溢洪道的水流流态，对进口导墙布置及控制段闸墩体型进行局部修改。修改后，控制段及泄槽水流流态得到了明显改善。试验成果对类似的工程设计具有参考借鉴意义。
수지형한제，쌍하수고일홍도진구단형식교위복잡，치사공제단횡향수심분포겁위불균、설조단출현명현릉형충격파급횡향수면차。위개선일홍도적수류류태，대진구도장포치급공제단갑돈체형진행국부수개。수개후，공제단급설조수류류태득도료명현개선。시험성과대유사적공정설계구유삼고차감의의。
The terrain conditions, reservoir spillway inlet forms are more complex, so that the control section of lateral depth distribution is extremely uneven, chute appeared in diamond shock wave and transverse water difference. In order to improve the spillway flow pattern, on the import of guide wall arrangement and control section of pier body size by partial modification, modification, control section and the chute flow pattern improved. The test results of the design to similar works has reference significance.