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一种新型曲面过渡段在海边电厂取水明渠中的应用

Application of a New Type Curved Surface Transition Section in Water Channel for Seaside Power Plant

  • 摘要:
      目的  在滨海火力发电厂中,机组循环冷却水系统通常采用二次循环方式,这就需要从海边通过取水明渠引水至循环水泵房前池。取水明渠一般采用倒梯形断面,而循环水泵房前池一般采用矩形断面,因此两者之间的连接需要一个过渡段,一个从倒梯形断面到矩形断面的连接过渡段。
      方法  在以往的工程中,取水明渠和泵房前池连接的过渡段有很多种形式,最常用的主要分为两种,一种是通过钢筋混凝土箱涵连接,另一种是通过钢筋混凝土扶壁式挡墙连接,前者对于波浪条件要求不高,后者对于波浪条件要求很高。
      结果  结合项目现场实际情况,创新地提出一种异型曲面过渡方案,将取水明渠和泵房前池顺利连接起来,解决取水明渠和泵房前池过渡段的连接困难和施工复杂等问题。这种异型结构既能充分发挥重力式挡土墙依靠回填土料和自身重力抗滑的功能,又可以减少占地面积,大大降低工程造价,是一种经济、稳定的新型连接过渡段结构。
      结论  通过工程实践证明,这种新型曲面过渡段既满足了现场实际使用功能,又节省了工程造价,还方便了施工。

     

    Abstract:
      Introduction  In the coastal thermal power plant, the unit circulating cooling water system usually adopts the secondary circulation way, which needs to transfer water from the seaside to the front pool of the circulating pump house through the open water intake channel. An inverted trapezoidal section is generally used in the open water intake channel, while a rectangular section is generally used in the front pool of the circulating pump house. Therefore, the connection between the two requires an itd, which is connected from an inverted trapezoidal section to a rectangular section.
      Method  In the engineering of the past, and flow in open channel water pump room link transition section of the former pool there are many kinds of forms, the most commonly used were divided into two kinds, one kind was through the connection of reinforced concrete box culvert, another was by reinforced concrete buttressed retaining wall connection, the former for wave conditions demand was not high, the latter for demanding wave conditions.
      Result  Combined with the actual situation of the project site, a special curved surface transition scheme was innovatively proposed to connect the open water intake canal with the front pool of the pump house, and solve the connection difficulties and construction complexity of the transition section between the open water intake canal and the front pool of the pump house. This kind of special structure can not only give full play to the function of gravity retaining wall depending on backfilling soil and its own gravity resistance to sliding, but also reduce the occupied area and greatly reduce the project cost.
      Conclusion  The engineering practice proves that this new type of curved surface transition section not only satisfies the actual use function of the site, but also saves the cost of the project and facilitates the construction.

     

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