透水性对丁坝周围能量变化的影响试验研究
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U617.9

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Experimental study on energy change around permeable groin under constant flow condition
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    摘要:

    丁坝是航道整治常用的整治建筑物之一,实际工程中其多由块石抛筑而成并具有一定的透水性。通过水槽概化模型试验和理论分析相结合的方法,研究了不同空隙尺寸和不同空隙率条件对坝身段、坝头前端和主流带区能量变化的影响,结果表明:透水丁坝在坝身段空隙尺寸越小,水流通过损耗位能越少;坝头前端动能与空隙尺寸成反比,与空隙率成正比;主流带区,空隙尺寸和空隙率的变化对位能影响不明显,对动能影响明显。研究成果对于深刻认识实际丁坝工程失稳机理具有重要意义,并可为丁坝设计和修复提供技术支撑。

    Abstract:

    Groin dam is one of the commonly used regulation structures in waterway regulation. In practical engineering, it is mostly made of block and stone and has certain water permeability. By combining flume generalized model test and theoretical analysis, the influence of different void size and void ratio conditions on the energy change of dam body section, dam head front end and main flow zone was studied. The results show that the smaller the gap size of pervious groins in the dam body, the less the potential energy of water flow through the loss; The kinetic energy at the front of dam head is inversely proportional to the void size and proportional to the void ratio. In the main flow zone, the influence of void size and void fraction on potential energy is not obvious, but on kinetic energy is obvious. The research results are of great significance to deeply understand the instability mechanism of the actual groin dam and provide technical support for the design and repair of groin dams.

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贠宝革,喻涛,王平义. 透水性对丁坝周围能量变化的影响试验研究[J]. 科学技术与工程, 2021, 21(9): 3783-3789.
Yun Baoge, Yu Tao, Wang Pingyi. Experimental study on energy change around permeable groin under constant flow condition[J]. Science Technology and Engineering,2021,21(9):3783-3789.

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历史
  • 收稿日期:2020-07-12
  • 最后修改日期:2021-01-15
  • 录用日期:2020-12-03
  • 在线发布日期: 2021-04-19
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