CN207538118U - A kind of column training wall for improving lateral intake pumping plant fluidised form - Google Patents
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- 238000005086 pumping Methods 0.000 title claims abstract description 19
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 91
- 238000010586 diagram Methods 0.000 description 3
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Abstract
本实用新型专利一种改善侧向进水泵站流态的立柱导流墙,包括若干进水池,若干进水池的前部为前池,每个进水池内均设有立柱导流墙,且立柱导流墙位于进水池内部的前端;所述立柱导流墙的水平长度为进水池宽度的0.3倍,立柱导流墙中心点距进水池边壁的距离为进水池宽度的0.5倍,立柱导流墙的厚度为进水池宽度的0.1倍,立柱导流墙的高度与进水池内的水深相同。通过本实用新型,本实用新型确定的立柱导流墙可较好地改善进水池内部流态,提高进水池内流速的均匀性。
The utility model patent is a column diversion wall for improving the flow state of the lateral water inlet pumping station, which includes several water inlet pools, the front part of which is the front pool, and each water inlet pool is equipped with a column diversion wall, and The column diversion wall is located at the front end inside the water inlet pool; the horizontal length of the column diversion wall is 0.3 times the width of the water inlet pool, and the distance between the center point of the column diversion wall and the side wall of the water inlet pool is 0.5 times the width of the water inlet pool. The thickness of the diversion wall is 0.1 times of the width of the water inlet pool, and the height of the column diversion wall is the same as the water depth in the water inlet pool. Through the utility model, the column diversion wall determined by the utility model can better improve the internal flow state of the water inlet pool, and improve the uniformity of the flow velocity in the water inlet pool.
Description
技术领域technical field
本实用新型专利涉及侧向进水泵站工程,尤其涉及一种改善侧向进水泵站流态的立柱导流墙,属于泵站工程技术领域。The utility model patent relates to a lateral water inlet pumping station project, in particular to a column diversion wall for improving the flow state of a lateral water inlet pumping station, which belongs to the technical field of pumping station engineering.
背景技术Background technique
进水池是供水泵吸水管直接吸水的构筑物,具有自由水面,通常用于中小型泵站。进水池的主要作用是进一步调整从前池进入的水流,为水泵进口提供良好的进水条件。在地形条件受到限制、前池无法采用正向进水布置形式的情况下,侧向进水前池往往成为一种替代的布置形式。侧向进水前池的水流一般与进水池轴线方向成斜交,水流进入进水池后易形成回流或漩涡,流态分布不均匀。The water inlet pool is a structure that directly absorbs water from the suction pipe of the water supply pump. It has a free water surface and is usually used in small and medium-sized pumping stations. The main function of the inlet pool is to further adjust the water flow entering from the forebay to provide good water inlet conditions for the pump inlet. When the terrain conditions are limited and the forebay cannot be arranged in the form of positive water inflow, the forebay with side inflow often becomes an alternative arrangement. The water flow in the lateral inlet forebay is generally oblique to the axis of the inlet pool. After the water flow enters the inlet pool, it is easy to form backflow or vortex, and the flow distribution is uneven.
侧向进水泵站的进水池内很容易产生回流及漩涡,以有的研究多集中于对进水前池采取整流措施以及泵站进水结构内部消涡措施,但泵站进水池仍会存在大尺度回流,流态紊乱等现象,降低水泵的能量性能和气蚀性能,对水泵正常运行产生影响。Backflow and vortex are easy to be generated in the water inlet tank of the side-inlet pumping station, so some studies focus on rectification measures for the water inlet forebay and vortex elimination measures inside the water inlet structure of the pumping station, but the water inlet tank of the pumping station will still There are phenomena such as large-scale backflow and flow disorder, which reduce the energy performance and cavitation performance of the pump, and affect the normal operation of the pump.
目前,针对侧向进水泵站前池和进水结构内部流态的问题,已有研究成果多以单个侧向进水前池或进水池为研究对象,且单个进水池内为单机组,内容主要集中于采用CFD软件或物理模型试验的方法对泵站进水前池开展整流措施研究以及泵站进水结构内部消涡措施研究。本实用新型在进水池内设置立柱导流墙,以使进水池内水流趋于均匀,并给定了立柱导流墙的具体尺寸和位置。经立柱导流墙整流后进水池内部水流分成两股,均匀分布于立柱导流墙两侧,进水池内部流速分布更加合理,可为侧向进水泵站的进水池内部流态和流速的改善提供一定的参考。At present, for the problem of the internal flow state of the forebay and the inlet structure of the lateral inflow pumping station, the existing research results mostly focus on a single lateral inflow forebay or inlet pond, and the single inlet pond is a single unit, The content mainly focuses on the research on the rectification measures of the pumping station's inlet forebay and the research on the internal vortex elimination measures of the pumping station's inlet structure by using CFD software or physical model test methods. In the utility model, a column diversion wall is arranged in the water inlet pool, so that the water flow in the water inlet pool tends to be uniform, and the specific size and position of the column diversion wall are given. After being rectified by the column diversion wall, the water flow inside the inlet pool is divided into two streams, which are evenly distributed on both sides of the column diversion wall. The flow velocity distribution inside the inlet pool is more reasonable, which can improve the internal flow state and flow rate of the inlet pool of the lateral inlet pumping station. Provide some reference.
实用新型内容Utility model content
本实用新型的目的就是为解决上述问题,提供一种改善侧向进水泵站流态的立柱导流墙,在进水池内设置固定位置与尺寸的立柱导流墙,通过立柱导流墙改善进水池的内部流态,以使进水池内部流速分布得到一定的改善。The purpose of this utility model is to solve the above problems and provide a column diversion wall to improve the flow state of the lateral water inlet pump station. A column diversion wall with a fixed position and size is set in the water inlet pool, and the column diversion wall improves The internal flow state of the water inlet pool, so that the flow velocity distribution inside the water inlet pool can be improved to a certain extent.
本实用新型的目的是这样实现的,一种改善侧向进水泵站流态的立柱导流墙,其特征是:包括若干进水池,若干进水池的前部为前池,每个进水池内均设有立柱导流墙,且立柱导流墙位于进水池内部的前端;所述立柱导流墙的水平长度为进水池宽度的0.3倍,立柱导流墙中心点距进水池边壁的距离为进水池宽度的0.5倍,立柱导流墙的厚度为进水池宽度的0.1倍,立柱导流墙的高度与进水池内的水深相同。The purpose of this utility model is achieved in this way, a column diversion wall to improve the flow state of the lateral water inlet pumping station, which is characterized in that: it includes a number of water inlet pools, the front part of the water inlet pools is a forebay, and each water inlet The pools are equipped with column diversion walls, and the column diversion walls are located at the front end of the water inlet pool; the horizontal length of the column diversion walls is 0.3 times the width of the water inlet pool, and the distance between the center point of the column diversion walls and the side walls of the water inlet pool The distance is 0.5 times of the width of the water inlet pool, the thickness of the column diversion wall is 0.1 times of the width of the water inlet pool, and the height of the column diversion wall is the same as the water depth in the water inlet pool.
所述若干进水池并列布置于前池后部,且与前池贯通。The several water inlet pools are arranged side by side at the rear of the forecourt and communicate with the forecourt.
本实用新型结构合理简单、生产制造容易、使用方便,通过本实用新型,一种改善侧向进水泵站流态的立柱导流墙,立柱导流墙位于进水池内,以进水池的净宽L为基本量,立柱导流墙的水平长度为0.3L,立柱导流墙的中心点距进水池边壁的距离为0.5L,立柱导流墙的厚度为0.1L,立柱导流墙的高度与水深相等。The utility model has a reasonable and simple structure, is easy to manufacture, and is convenient to use. Through the utility model, a column diversion wall for improving the flow state of a lateral water inlet pump station is provided. The width L is the basic quantity, the horizontal length of the column diversion wall is 0.3L, the distance between the center point of the column diversion wall and the side wall of the inlet pool is 0.5L, the thickness of the column diversion wall is 0.1L, and the column diversion wall The height is equal to the water depth.
本实用新型结构设计简单合理、工程量小、实用方便,通过本实用新型可有效改善进水池内水流分布,使水流收缩后大体均匀的流向两侧,再扩散到边壁,有效克服了脱流、回流问题。The utility model has the advantages of simple and reasonable structural design, small engineering quantity, and convenient use. The utility model can effectively improve the water flow distribution in the water inlet pool, and make the water flow shrink and flow to both sides roughly uniformly, and then spread to the side wall, effectively overcoming the deflow , Backflow problem.
本实用新型专利通过布置位于进水池内立柱导流墙,可避免水泵喇叭管周边与进水池内大面积回流的出现,进水池内水流呈对称分布。本实用新型确定的立柱导流墙可较好地改善进水池内部流态,提高进水池内流速的均匀性。The utility model patent can avoid large-area reflux around the trumpet tube of the water pump and in the water inlet pool by arranging the diversion wall of the column in the water inlet pool, and the water flow in the water inlet pool is symmetrically distributed. The column diversion wall determined by the utility model can better improve the flow state inside the water inlet pool, and improve the uniformity of the flow velocity in the water inlet pool.
本实用新型可广泛应用于中小型泵站工程的建设与改造,为侧向进水泵站的进水池内部流态和流速的改善提供参考,降低进水池内部不良流态出现的概率,为水泵进水提供良好的入流条件。本实用新型设计合理简单,施工方便,便于广泛应用实施。The utility model can be widely used in the construction and transformation of small and medium-sized pump station projects, provides reference for the improvement of the internal flow state and flow velocity of the water inlet pool of the lateral water inlet pump station, reduces the probability of bad flow state inside the water inlet pool, and provides a good service for water pumps. Inlet water provides good inflow conditions. The utility model has reasonable and simple design, convenient construction, and is convenient for wide application and implementation.
附图说明Description of drawings
图1为本实用新型中的侧向进水泵站平面结构示意图。Fig. 1 is a schematic diagram of the planar structure of the lateral water inlet pumping station in the utility model.
图2为本实用新型中立柱导流墙的布置示意图。Fig. 2 is a schematic diagram of the arrangement of the guide wall of the central column of the present invention.
图3为本实用新型中立柱导流墙的结构示意图。Fig. 3 is a structural schematic diagram of the guide wall of the central column of the present invention.
图中:1进水池、2立柱导流墙、3前池。In the picture: 1 water inlet pool, 2 column diversion wall, 3 front pool.
具体实施方式Detailed ways
下面结合附图和附图说明对本实用新型作进一步说明。Below in conjunction with accompanying drawing and description of drawings, the utility model will be further described.
一种改善侧向进水泵站流态的立柱导流墙,包括若干进水池1,若干进水池1的前部为前池3,每个进水池1内均设有立柱导流墙2,且立柱导流墙2位于进水池1内部的前端;立柱导流墙2的水平长度为进水池1宽度的0.3倍,立柱导流墙2中心点距进水池1边壁的距离为进水池1宽度的0.5倍,立柱导流墙2的厚度为进水池1宽度的0.1倍,立柱导流墙2的高度与进水池1内的水深相同。若干进水池1并列布置于前池3后部,且与前池3贯通。A column diversion wall for improving the flow state of a lateral water inlet pumping station, comprising a number of water inlet pools 1, the front part of which is a front pool 3, and each water inlet pool 1 is provided with a column diversion wall 2, And the column diversion wall 2 is located at the front end of the water inlet pool 1; the horizontal length of the column diversion wall 2 is 0.3 times the width of the water inlet pool 1, and the distance between the center point of the column diversion wall 2 and the side wall of the water inlet pool 1 is the water inlet pool 1 0.5 times of the width, the thickness of the column diversion wall 2 is 0.1 times of the width of the water inlet pool 1, and the height of the column diversion wall 2 is the same as the water depth in the water inlet pool 1. Several water inlet pools 1 are arranged side by side at the rear of the front pool 3 and communicate with the front pool 3 .
通过本实用新型,通过在侧向进水泵站的进水池1内设置立柱导流墙2,导流墙2的尺寸以进水池1的宽度为基本参考量,按本实用新型的技术方案进行几何尺寸设计后在现场进行立模板浇筑成型。通过一种泵站进水池内设置的立柱导流墙,可有效改善进水池内部流态,各进水池靠近右侧边壁处小范围回流消失,流线平顺,呈对称分布,可有效改善进水池内流态紊乱问题。Through the utility model, by setting up the column diversion wall 2 in the water inlet pool 1 of the lateral water inlet pumping station, the size of the diversion wall 2 takes the width of the water inlet pool 1 as the basic reference amount, and is carried out according to the technical scheme of the utility model After the geometric dimension is designed, the vertical formwork is poured and formed on site. Through a column diversion wall set in the water inlet pool of a pump station, the internal flow state of the water inlet pool can be effectively improved. The small-scale return flow near the right side wall of each water inlet pool disappears, and the streamlines are smooth and symmetrically distributed, which can effectively improve the water inlet flow. Fluid disorder in the pool.
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Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109235546A (en) * | 2018-11-28 | 2019-01-18 | 扬州大学 | Forebay of Pumping Station adjustable plate-type column |
| CN109778773A (en) * | 2019-01-31 | 2019-05-21 | 扬州大学 | An in-line discrete movable diversion pier for the water inlet structure of the pumping station |
| CN109778772A (en) * | 2019-01-31 | 2019-05-21 | 扬州大学 | A combined diversion device for improving the flow state of the inlet pool of a lateral inlet pump station |
| CN110080345A (en) * | 2019-05-28 | 2019-08-02 | 中国电建集团贵阳勘测设计研究院有限公司 | High-level water pool structure |
-
2017
- 2017-11-29 CN CN201721623299.1U patent/CN207538118U/en active Active
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109235546A (en) * | 2018-11-28 | 2019-01-18 | 扬州大学 | Forebay of Pumping Station adjustable plate-type column |
| CN109778773A (en) * | 2019-01-31 | 2019-05-21 | 扬州大学 | An in-line discrete movable diversion pier for the water inlet structure of the pumping station |
| CN109778772A (en) * | 2019-01-31 | 2019-05-21 | 扬州大学 | A combined diversion device for improving the flow state of the inlet pool of a lateral inlet pump station |
| CN109778772B (en) * | 2019-01-31 | 2020-07-31 | 扬州大学 | Joint guiding device for improving flow state of water inlet pool of lateral water inlet pump station |
| CN109778773B (en) * | 2019-01-31 | 2020-07-31 | 扬州大学 | An in-line discrete movable diversion pier for the water inlet structure of the pumping station |
| CN110080345A (en) * | 2019-05-28 | 2019-08-02 | 中国电建集团贵阳勘测设计研究院有限公司 | High-level water pool structure |
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