变截面透空排水立管结构波浪力试验研究

Experimental study on wave forces acting on a variable-section permeable drainage riser structure

  • 摘要: 取排水工程是滨海电厂的重要组成部分,随着近年来中国核电建设逐渐向海岛扩展转移,开敞海域的波浪条件趋于复杂,波浪力逐渐成为影响排水构筑物安全的控制因素。通过波浪物理模型试验,对钢盖帽式变截面排水立管结构正向力、横向力和上托力进行同步量测,分析了变截面排水立管结构受力的时域变化特征,研究了水体排放、淹没深度对其受力的影响,建立了变截面排水立管结构正向力和横向力计算方法。研究表明,钢盖帽式变截面排水立管结构上托力与正向力和横向力峰值之间存在约为π/2的相位差,此相位差并不受排水的影响;水体排放可导致排水立管结构上托力显著增大,最大相对上托力出现于相对淹没深度为0.013附近。通过引入透空率折减系数可实现对透空结构波浪力的计算,计算误差小于4%。所建立的变截面透空排水立管结构波浪力计算方法可为今后同类工程设计和数值模拟提供借鉴与验证。

     

    Abstract: The intake and drainage system of cooling water is a key component of coastal power plant projects. In recent years, as China's nuclear power development has steadily expanded and shifted toward offshore islands, increasingly complex wave conditions in open sea areas have made wave forces a dominant factor influencing the safety of drainage structures. Physical model tests were carried out to simultaneously measure forward, transverse, and uplift wave forces on a variable cross-section drainage riser structure with a steel cap. The time-varying characteristics of these forces were analyzed, and the effects of water discharge and submergence depth were examined. Calculation methods for the forward and transverse wave forces on the drainage riser were established. The results show that the peak forward and transverse forces of the steel cap riser change synchronously, while the uplift force peak exhibits a phase difference of about π/2 with the other two, unaffected by drainage. Water discharge significantly increases the uplift force on the riser, with the maximum relative uplift occurring at a relative submergence depth of approximately 0.013. By introducing a porosity reduction coefficient into the Morison equation, wave forces on porous structures can be calculated with an error below 4%. The wave force calculation method proposed here offers a reference for future engineering design and numerical simulations of similar structures.

     

/

返回文章
返回