CN110274658A - A kind of hydroenergy storage station ice condition supervising device and method - Google Patents

A kind of hydroenergy storage station ice condition supervising device and method Download PDF

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Publication number
CN110274658A
CN110274658A CN201910688927.1A CN201910688927A CN110274658A CN 110274658 A CN110274658 A CN 110274658A CN 201910688927 A CN201910688927 A CN 201910688927A CN 110274658 A CN110274658 A CN 110274658A
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ice
voltage sensing
installation platform
power station
water
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石瑞格
杨百银
曾佑聪
彭程
狄立勋
高洁
张侃侃
孔维政
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HYDROPOWER AND WATER RESOURCES PLANNING AND DESIGN GENERAL INSTITUTE
PowerChina Zhongnan Engineering Corp Ltd
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HYDROPOWER AND WATER RESOURCES PLANNING AND DESIGN GENERAL INSTITUTE
PowerChina Zhongnan Engineering Corp Ltd
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    • G—PHYSICS
    • G01—MEASURING; TESTING
    • G01B—MEASURING LENGTH, THICKNESS OR SIMILAR LINEAR DIMENSIONS; MEASURING ANGLES; MEASURING AREAS; MEASURING IRREGULARITIES OF SURFACES OR CONTOURS
    • G01B7/00—Measuring arrangements characterised by the use of electric or magnetic techniques
    • G01B7/02—Measuring arrangements characterised by the use of electric or magnetic techniques for measuring length, width or thickness
    • G01B7/06—Measuring arrangements characterised by the use of electric or magnetic techniques for measuring length, width or thickness for measuring thickness
    • G—PHYSICS
    • G01—MEASURING; TESTING
    • G01F—MEASURING VOLUME, VOLUME FLOW, MASS FLOW OR LIQUID LEVEL; METERING BY VOLUME
    • G01F23/00—Indicating or measuring liquid level or level of fluent solid material, e.g. indicating in terms of volume or indicating by means of an alarm
    • G01F23/22—Indicating or measuring liquid level or level of fluent solid material, e.g. indicating in terms of volume or indicating by means of an alarm by measuring physical variables, other than linear dimensions, pressure or weight, dependent on the level to be measured, e.g. by difference of heat transfer of steam or water
    • G01F23/24—Indicating or measuring liquid level or level of fluent solid material, e.g. indicating in terms of volume or indicating by means of an alarm by measuring physical variables, other than linear dimensions, pressure or weight, dependent on the level to be measured, e.g. by difference of heat transfer of steam or water by measuring variations of resistance of resistors due to contact with conductor fluid
    • G—PHYSICS
    • G01—MEASURING; TESTING
    • G01F—MEASURING VOLUME, VOLUME FLOW, MASS FLOW OR LIQUID LEVEL; METERING BY VOLUME
    • G01F23/00—Indicating or measuring liquid level or level of fluent solid material, e.g. indicating in terms of volume or indicating by means of an alarm
    • G01F23/22—Indicating or measuring liquid level or level of fluent solid material, e.g. indicating in terms of volume or indicating by means of an alarm by measuring physical variables, other than linear dimensions, pressure or weight, dependent on the level to be measured, e.g. by difference of heat transfer of steam or water
    • G01F23/28—Indicating or measuring liquid level or level of fluent solid material, e.g. indicating in terms of volume or indicating by means of an alarm by measuring physical variables, other than linear dimensions, pressure or weight, dependent on the level to be measured, e.g. by difference of heat transfer of steam or water by measuring the variations of parameters of electromagnetic or acoustic waves applied directly to the liquid or fluent solid material
    • G01F23/284—Electromagnetic waves

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  • Physics & Mathematics (AREA)
  • General Physics & Mathematics (AREA)
  • Thermal Sciences (AREA)
  • Fluid Mechanics (AREA)
  • Electromagnetism (AREA)
  • Arrangements For Transmission Of Measured Signals (AREA)

Abstract

It can be more than 50 meters in SEA LEVEL VARIATION, normal use under the operating condition that icing thickness is more than 0.75 meter the invention discloses a kind of hydroenergy storage station ice condition supervising device and method;The device can carry a variety of ice condition supervising sensors, guarantee the validity of test data;Survey ice water ruler progress hydroenergy storage station reservoir ice condition is carried using floatable buoy platform to monitor automatically, the measuring principle for wherein surveying ice water ruler is the contact voltage detected in air-ice-water, ice sheet upper and lower surfaces are judged by the difference of contact voltage value, to calculate hydroenergy storage station reservoir icing thickness.

Description

一种抽水蓄能电站冰情监测装置及方法A pumped storage power station ice monitoring device and method

技术领域technical field

本发明涉及水电水利设备,特别是一种抽水蓄能电站冰情监测装置。The invention relates to hydropower and water conservancy equipment, in particular to an ice condition monitoring device for a pumped storage power station.

背景技术Background technique

抽水蓄能电站是利用电力负荷低谷时的电能抽水至上水库,在电力负荷高峰期再放水至下水库发电的水电站,又称蓄能式水电站。对比常规水电站,抽水蓄能电站具有两个显著特点:一是水库库容一般比较小,水库水位涨落幅度大;二是抽水蓄能电站有发电与抽水两种主要运行方式,在正常情况下水库水位每天至少要经历一个水位涨落循环。The pumped storage hydropower station is a hydropower station that uses the electric energy to pump water to the upper reservoir during the low power load period, and then releases water to the lower reservoir for power generation during the peak power load period. It is also called an energy storage hydropower station. Compared with conventional hydropower stations, pumped storage power stations have two notable features: first, the storage capacity of the reservoir is generally relatively small, and the water level of the reservoir fluctuates greatly; second, the pumped storage power station has two main modes of operation: power generation and pumping. The water level goes through at least one rise and fall cycle every day.

作为电网的一种专用调峰和备用电源,我国在北方寒冷地区同样规划了大量的抽水蓄能电站,这些抽水蓄能电站的规划设计、冰期运行都不同程度的遇到冰冻问题,冰情往往对电站的效益与安全产生非常严重的不利影响。As a dedicated peak-shaving and backup power source for the power grid, my country has also planned a large number of pumped storage power stations in the cold northern regions. The planning and design of these pumped storage power stations and their operation during ice periods have encountered freezing problems to varying degrees. It will have a very serious adverse effect on the benefit and safety of the power station.

寒冷地区抽水蓄能电站水库冰冻侵占了一部分总库容,使库容减少,在一定程度上影响发电效益;若冬季运行方式不当,冰情对闸门、大坝等水工建筑物可能带来破坏作用。因此冰冻库容设计、水电站防排冰运行等是寒冷地区抽水蓄能电站存在的两个重要问题。The freezing of the reservoir of the pumped storage power station in the cold region encroached on part of the total storage capacity, reducing the storage capacity and affecting the power generation efficiency to a certain extent; if the operation mode is improper in winter, the ice conditions may cause damage to hydraulic structures such as gates and dams. Therefore, the design of frozen storage capacity and anti-icing operation of hydropower stations are two important issues for pumped storage power stations in cold regions.

《水电水利工程水文计算规范》(DL/T 5431-2009)中,针对抽水蓄能电站冰情分析计算的描述为:可分析“抽水蓄能电站上、下库结冰特性,冰盖的形成、破碎对库容和抽放水的影响”。但由于冰情特性的复杂性,现阶段研究的深度和广度严重不足,工程冰情的分析计算在理论基础和具体方法上均不成熟,有待结合实践研究完善。In "Hydrological Calculation Specifications for Hydropower and Water Conservancy Engineering" (DL/T 5431-2009), the description of ice analysis and calculation for pumped storage power plants is as follows: it can analyze "the icing characteristics of the upper and lower reservoirs of pumped storage power plants, the formation of ice sheets , the impact of crushing on storage capacity and pumping water". However, due to the complexity of the characteristics of ice conditions, the depth and breadth of research at this stage are seriously insufficient. The theoretical basis and specific methods of the analysis and calculation of engineering ice conditions are immature, and they need to be improved in combination with practical research.

抽水蓄能电站冰情分析计算中几个关键指标,如最大冰厚、冰冻库容、常规水电站下游最小不封冻距离(抽水蓄能电站上游常规水电站运行时)等,有部分经验公式可借鉴,但很不成熟且缺少验证。Several key indicators in the analysis and calculation of ice conditions in pumped storage power stations, such as maximum ice thickness, frozen storage capacity, minimum unfreezing distance downstream of conventional hydropower stations (when conventional hydropower stations upstream of pumped storage power stations are in operation), etc., some empirical formulas can be used for reference, but Very immature and lacks validation.

目前国内外有关寒区水库(湖泊)冰情的研究成果主要为常规的静水冰生消过程,而电站冰期运行条件下的实际原型观测资料较少,作为与常规电站有明显差异的抽水蓄能电站,由于上库、下库的冰生消过程与库水位、环境温度、进/出水口位置、电站调度运行模式紧密相关,库面反复呈现“结冰--冰裂--融化--结冰”等状态,特别是离库岸几十米的区域其冰情状态更是时刻变化中,人为下库进行原型观测危险性极大,限于目前冰厚测量仪器发展水平,对于水库(尤其是薄冰区)冰厚测量还很不成熟,难以获取冰厚的精确数据,目前仅仅是停留在通过拍照、人工预估等手段进行直观的认识,离真实数据的获取还有非常大的距离。At present, the research results on the ice conditions of reservoirs (lakes) in cold regions at home and abroad are mainly the conventional static water ice production and dissipation process, while the actual prototype observation data of the power station under the operating conditions of the ice period is less, as a pumped storage power station that is significantly different from conventional power stations For the power station, because the ice production and consumption process of the upper and lower reservoirs is closely related to the reservoir water level, ambient temperature, water inlet/outlet location, and power station dispatching operation mode, the reservoir surface repeatedly presents "freezing-ice cracking-melting-condensation". The state of ice” and other conditions, especially in the area tens of meters away from the bank of the reservoir, where the ice condition is changing all the time, the risk of artificially entering the reservoir for prototype observation is extremely dangerous, limited by the current development level of ice thickness measuring instruments, for reservoirs (especially Thin ice area) ice thickness measurement is still very immature, and it is difficult to obtain accurate data of ice thickness. At present, it is only an intuitive understanding through photographing, artificial estimation and other means, and there is still a very long distance from the acquisition of real data.

最近几年发展起来的新技术,包括探地雷达探测冰厚、无人机航摄应急监测等,尽管有一些进步,一定程度上也能获取部分资料,但仍然存在很大的局限性,一是需要人工现场操作,且受天气影响严重,在夜晚更是不具备监测条件,监测数据不具备连续性;二是对于冰厚测量精度有限,特别是针对薄冰或者冰厚不大时,更是无能为力。New technologies developed in recent years, including ground-penetrating radar to detect ice thickness, UAV aerial photography emergency monitoring, etc., although there have been some progress, and some data can be obtained to a certain extent, there are still great limitations. It needs manual on-site operation, and is seriously affected by the weather. It does not have monitoring conditions at night, and the monitoring data does not have continuity; second, the accuracy of ice thickness measurement is limited, especially for thin ice or ice thickness is not large. is helpless.

抽水蓄能电站上水库布置在山顶位置,水库水位变幅高达几十米,库盆边坡坡比通常为1:1.6左右;北方抽水蓄能电站为适应温度变化巨大的环境条件,其水库库盆面板、库盆库底的防渗处理是关键,电站建成后尖锐物体的撞击与划伤可能破坏防渗层,从而影响其防渗效果;北方抽水蓄能电站水库在冬季很容易结冰,库盆周边面板结冰后,当库水位上升或下降时,存在冰块撕裂或坍塌情况,从而对库盆面板防渗层存在较为明显的破坏;电站正常运行后,该情形是不允许发生的,通常需要通过电站调度或者其它辅助措施保障库盆周边保持几米宽的动水带或薄冰区,避免库盆形成整体冰盖。受风力、水库抽水/发电的影响,冬季库面浮冰往往处于漂移状态,顺风侧的浮冰很容易与面板接触并结冰,当水库保持相同水位时间较长时,严寒情况下结冰程度会显著加强,严重时可能破坏防渗面板。The upper reservoir of the pumped storage power station is located on the top of the mountain, the water level of the reservoir varies as high as tens of meters, and the side slope ratio of the reservoir basin is usually about 1:1.6; in order to adapt to the environmental conditions of huge temperature changes, the reservoir The anti-seepage treatment of the basin panel and the bottom of the reservoir basin is the key. After the power station is completed, the impact and scratches of sharp objects may damage the anti-seepage layer, thereby affecting its anti-seepage effect; the reservoir of the northern pumped storage power station is easy to freeze in winter. After the panels around the reservoir basin freeze, when the reservoir water level rises or falls, the ice cubes will tear or collapse, which will cause obvious damage to the anti-seepage layer of the reservoir basin panel; after the power station is in normal operation, this situation is not allowed to happen It is usually necessary to maintain a few-meter-wide dynamic water zone or thin ice zone around the reservoir basin through power station dispatching or other auxiliary measures to avoid the formation of an overall ice cover in the reservoir basin. Affected by wind power and reservoir pumping/power generation, the ice floes on the reservoir surface are often in a drifting state in winter. The ice floes on the downwind side are easy to contact with the panel and freeze. When the reservoir maintains the same water level for a long time, the degree of icing in severe cold conditions It will be significantly strengthened, and may damage the anti-seepage panel in severe cases.

发明内容Contents of the invention

本发明所要解决的技术问题是,针对现有技术不足,提供一种抽水蓄能电站冰情监测装置,该装置能够在水位变化超过50米、结冰厚度超过0.75米的工况下正常应用;该装置可搭载多种冰情监测传感器,实现多种测验原理的相互验证从而保证测验数据的有效性。The technical problem to be solved by the present invention is to provide an ice condition monitoring device for a pumped storage power station in view of the deficiencies in the prior art. The device can be used normally under the working conditions where the water level changes more than 50 meters and the ice thickness exceeds 0.75 meters; The device can be equipped with a variety of ice monitoring sensors to achieve mutual verification of various test principles to ensure the validity of the test data.

该装置安装平台采用塑料浮筒拼装而成,其周边采用高强度不锈钢方管整体焊接,安装平台承载能力超过1.5吨,同时能够承载超过0.5米厚的冰挤压力,锚系装置采用合适长度的尼龙绳与拖底锚链,满足抽水蓄能电站库水位变化大(超过50m)且剧烈的应用工况。The installation platform of the device is assembled by plastic buoys, and its periphery is integrally welded with high-strength stainless steel square tubes. The installation platform has a bearing capacity of more than 1.5 tons and can bear the ice extrusion force of more than 0.5 meters thick. The anchoring device adopts a suitable length Nylon ropes and dragging anchor chains meet the severe application conditions of pumped storage power stations with large water level changes (more than 50m).

为解决上述技术问题,本发明所采用的技术方案是:一种抽水蓄能电站冰情监测装置,包括:In order to solve the above technical problems, the technical solution adopted in the present invention is: an ice condition monitoring device for a pumped storage power station, comprising:

设置于水面/冰面上的安装平台;An installation platform set on the water/ice surface;

固定于安装平台上的安装支架,且该安装支架包括上部和下部,该上部位于水面/冰面上方,该下部自水面/冰面上方伸入水面/冰面下方;An installation bracket fixed on the installation platform, and the installation bracket includes an upper part and a lower part, the upper part is located above the water surface/ice surface, and the lower part extends from above the water surface/ice surface to below the water surface/ice surface;

固定于安装支架下部的水尺;Water gauge fixed on the lower part of the mounting bracket;

所述水尺的刻度两侧沿水尺长度分别设有多个电压感应点;Both sides of the scale of the water gauge are respectively provided with a plurality of voltage sensing points along the length of the water gauge;

所述安装平台通过锚系装置与抽水蓄能电站水库底部连接,采用抛锚的方式固定该装置,可以很好地防止监测装置受风吹与水流影响发生较大的偏移。The installation platform is connected to the bottom of the reservoir of the pumped storage power station through an anchoring device, and the device is fixed by anchoring, which can well prevent the monitoring device from being affected by wind and water flow from a large deviation.

所述安装平台与所述锚系装置之间接有悬浮件,当安装平台受风吹与水流影响发生漂移时,锚系装置拽紧悬浮件,然后通过悬浮件连接安装平台,从而减缓安装平台的倾斜度。A suspension is connected between the installation platform and the anchoring device. When the installation platform drifts under the influence of wind and water flow, the anchoring device tightens the suspension, and then connects the installation platform through the suspension, thereby slowing down the movement of the installation platform. slope.

所述安装平台四个角落均设置有缓冲件;所述安装平台通过第一柔性件与所述悬浮件连接;第一柔性件与安装平台的连接点位于所述安装支架的对侧。缓冲件可以防止安装平台被风吹到库岸边时对水库沥青面板造成损伤。The four corners of the installation platform are provided with buffer pieces; the installation platform is connected to the suspension piece through the first flexible piece; the connection point between the first flexible piece and the installation platform is located on the opposite side of the installation bracket. The buffer can prevent the asphalt panel of the reservoir from being damaged when the installation platform is blown to the bank of the reservoir by the wind.

所述安装平台上设有遥测机箱;所述遥测机箱内设置有遥测终端及与所述遥测终端电连接的无线通信模块;所述遥测终端与所述水尺、蓄电池电连接。The installation platform is provided with a telemetry box; the telemetry box is provided with a telemetry terminal and a wireless communication module electrically connected to the telemetry terminal; the telemetry terminal is electrically connected to the water gauge and the storage battery.

所述锚系装置包括与所述悬浮件连接的第三柔性连接件;所述第三柔性连接件与第二柔性件连接;所述第二柔性连接件接锚链。第三柔性连接件为不锈钢链,的作用是将第二柔性连接件压低至冰面一下,防止第二柔性件与冰面冻结在一起,铸铁拖底锚链主要是起到锚固安装平台的作用,当风力特别大超过其与库底的摩擦力时,允许其在库底拖动而尽量少的对库底防渗面板造成损坏。The mooring device includes a third flexible connecting piece connected to the suspension; the third flexible connecting piece is connected to the second flexible piece; and the second flexible connecting piece is connected to the anchor chain. The third flexible connecting piece is a stainless steel chain, which is used to lower the second flexible connecting piece to the ice surface to prevent the second flexible piece from freezing together with the ice surface. The cast iron anchor chain is mainly used to anchor the installation platform , when the wind force exceeds its frictional force with the bottom of the silo, it is allowed to drag on the bottom of the silo to minimize damage to the anti-seepage panel at the bottom of the silo.

所述安装平台上设有太阳能光板;所述太阳能光板与充电控制器电连接;所述充电控制器与蓄电池电连接。利用太阳能发电为用电设备供电,节约能源。The installation platform is provided with a solar light panel; the solar light panel is electrically connected to the charging controller; and the charging controller is electrically connected to the storage battery. Use solar power to power electrical equipment and save energy.

相应地,本发明还提供了另一种利用上述装置计算冰层厚度的方法,包括:Correspondingly, the present invention also provides another method for calculating the thickness of the ice layer using the above-mentioned device, including:

采集水尺上所有电压感应点的电压值;Collect the voltage values of all voltage sensing points on the water gauge;

根据所述电压值判断电压感应点所处位置,从而计算冰层厚度。The location of the voltage sensing point is judged according to the voltage value, so as to calculate the thickness of the ice layer.

当为水尺提供3.3V的电压时,利用下列方法判断电压感应点的位置:When providing 3.3V voltage for the water gauge, use the following methods to judge the position of the voltage sensing point:

当某一电压感应点的电压值大于2.75V时,判定为该电压感应点位于水中;When the voltage value of a voltage sensing point is greater than 2.75V, it is determined that the voltage sensing point is located in water;

当某一电压感应点的电压值介于0.33V和0.75V之间时,判定为该电压感应点位于冰层中;When the voltage value of a voltage sensing point is between 0.33V and 0.75V, it is determined that the voltage sensing point is located in the ice layer;

当某一个电压感应点的电压值小于0.33V时,判定为该电压感应点位于空气中。When the voltage value of a certain voltage sensing point is less than 0.33V, it is determined that the voltage sensing point is located in the air.

与现有技术相比,本发明所具有的有益效果为:本发明的装置能够在水位变化超过50米、结冰厚度超过0.75米的工况下正常应用;该装置可搭载多种冰情监测传感器,保证测验数据的有效性;Compared with the prior art, the present invention has the beneficial effects that: the device of the present invention can be used normally under the working condition that the water level changes more than 50 meters and the ice thickness exceeds 0.75 meters; the device can be equipped with various ice condition monitoring Sensors to ensure the validity of test data;

本发明采用可漂浮的浮筒平台搭载测冰水尺进行抽水蓄能电站水库结冰情况自动监测,其中测冰水尺的测量原理是检测空气-冰-水中的触点电压,通过触点电压值的差别判断冰层上、下表面,从而准确计算抽水蓄能电站水库结冰厚度。The present invention uses a buoyant buoy platform equipped with an ice measuring gauge to automatically monitor the icing situation of the reservoir of the pumped storage power station. The difference between the upper and lower surfaces of the ice layer can be judged, so as to accurately calculate the ice thickness of the reservoir of the pumped storage power station.

附图说明Description of drawings

图1为本发明装置结构示意图;Fig. 1 is the schematic diagram of device structure of the present invention;

图2为本发明立体图;Fig. 2 is a perspective view of the present invention;

图3为本发明水尺结构示意图。Fig. 3 is a structural schematic diagram of the water gauge of the present invention.

具体实施方式Detailed ways

本装置安装在抽水蓄能电站水库(上库、下库)时,采用抛锚方式固定。锚绳的长度根据水位变幅(正常蓄水位-死水位)决定;为了保持监测装置平稳,锚系装置与安装平台之间增设中间浮子,减缓因锚绳拽紧作用而导致安装平台倾角偏大;锚系装置上部采用不锈钢链(长度5米),中间段采用尼龙绳,底部采用铸铁拖底锚链(超过250公斤);不锈钢链的作用是将尼龙绳压低至冰面一下,防止尼龙绳与冰面冻结在一起,铸铁拖底锚链主要是起到锚固安装平台的作用,当风力特别大超过其与库底的摩擦力时,允许其在库底拖动而尽量少的对库底防渗面板造成损坏。When the device is installed in the reservoir (upper reservoir and lower reservoir) of the pumped storage power station, it shall be fixed by anchoring. The length of the anchor rope is determined according to the amplitude of the water level (normal water storage level-dead water level); in order to keep the monitoring device stable, an intermediate float is added between the mooring device and the installation platform to slow down the inclination of the installation platform due to the tension of the anchor rope. Large; the upper part of the anchoring device is made of stainless steel chain (length 5 meters), the middle part is made of nylon rope, and the bottom is made of cast iron mooring anchor chain (more than 250 kg); the role of the stainless steel chain is to lower the nylon rope to the ice surface to prevent nylon The rope is frozen with the ice surface, and the cast iron mooring anchor chain mainly plays the role of anchoring the installation platform. When the wind force exceeds the friction force between it and the bottom of the reservoir, it is allowed to drag on the bottom of the reservoir with as little impact on the reservoir as possible. Damage to the bottom anti-seepage panel.

本监测装置在库盆内的运行轨迹为:以抛投点为中心,以锚绳长度为半径的范围。库水位越低,其运行半径越大,随着库水位的升高,其运行半径变小,极限情况,水位上升至正常蓄水位时,监测装置基本位于抛投点的正上方。The running track of the monitoring device in the storage basin is: the throwing point is the center, and the length of the anchor rope is the radius range. The lower the reservoir water level is, the larger its operating radius is, and as the reservoir water level rises, its operating radius becomes smaller. In extreme cases, when the water level rises to the normal storage level, the monitoring device is basically located directly above the throwing point.

抛投点选取:抛投点参照库盆坡脚线进行选取,以水位下降至死水位为极限,抛投点至少应远离库盆坡脚线X米,X=(正常蓄水位-死水位)+预留风浪安全长度。Selection of throwing point: The throwing point is selected with reference to the slope footline of the reservoir basin, and the water level drops to the dead water level as the limit. The throwing point should be at least X meters away from the slope footline of the reservoir basin, X=(normal water storage level-dead water level )+ reserve the safe length for wind and waves.

如图1和图2所示,本发明安装平台1采用4*4塑料浮筒10拼接,单个浮筒尺寸为500mm*500mm*400mm(长*宽*高),浮筒周边为不锈钢方框11,方框与浮筒采用螺栓紧固,不锈钢方框上焊接不锈钢防护栏,不锈钢方框采用麻绳缠绕、四角采用橡胶(即缓冲件7)包裹防撞。安装平台整体承载能力1600公斤。As shown in Figure 1 and Figure 2, the installation platform 1 of the present invention is spliced with 4*4 plastic buoys 10, and the size of a single buoy is 500mm*500mm*400mm (length*width*height), and the periphery of the buoy is a stainless steel square frame 11. The buoy is fastened with bolts, and the stainless steel fence is welded on the stainless steel frame. The stainless steel frame is wound with hemp rope, and the four corners are wrapped with rubber (that is, the buffer member 7) to prevent collisions. The overall carrying capacity of the installation platform is 1600 kg.

中间浮筒(悬浮件7)是安装平台与锚链系统之间缓冲部件,当安装平台受风吹与水流影响发生漂移时,锚系装置拽紧本中间浮筒,然后通过中间浮筒连接安装平台,从而减缓安装平台的倾斜度。The intermediate buoy (suspended part 7) is a buffer component between the installation platform and the anchor chain system. When the installation platform drifts under the influence of wind and water flow, the mooring device tightens the intermediate buoy, and then connects the installation platform through the intermediate buoy. Slow down the inclination of the installation platform.

第一柔性件12(尼龙绳)、第二柔性件14(尼龙绳):第一柔性件12连接安装平台与中间浮筒,第二柔性件14连接中间浮筒下端的不锈钢链13与河(湖)底的铸铁拖底锚链装置。The first flexible part 12 (nylon rope), the second flexible part 14 (nylon rope): the first flexible part 12 is connected to the installation platform and the middle buoy, and the second flexible part 14 is connected to the stainless steel chain 13 at the lower end of the middle buoy and the river (lake) Bottom cast iron mooring anchor chain device.

不锈钢链13、锚链15:锚系装置上部采用不锈钢链(长度5米),作用是将尼龙绳压低至冰面一下,防止尼龙绳与冰面冻结在一起,铸铁拖底锚链主要是起到锚固安装平台的作用,当风力特别大超过其与库底的摩擦力时,允许其在库底拖动而尽量少的对库底防渗面板造成损坏。Stainless steel chain 13, anchor chain 15: The upper part of the anchoring device is made of stainless steel chain (length 5 meters), which is used to lower the nylon rope to the ice surface to prevent the nylon rope from freezing together with the ice surface. To the effect of anchoring the installation platform, when the wind force exceeds the friction force between it and the bottom of the reservoir, it is allowed to drag on the bottom of the reservoir and cause as little damage to the anti-seepage panel at the bottom of the reservoir as possible.

如图2,本发明还包括:As shown in Figure 2, the present invention also includes:

遥测装置(设置于遥测机箱8内):包括遥测终端、无线通信模块、GPS模块等,安装在不锈钢机箱内;Telemetry device (set in telemetry case 8): including telemetry terminal, wireless communication module, GPS module, etc., installed in the stainless steel case;

如图3,本发明冰(水)传感器水尺18(即水尺):量程1米,集成电阻式测量方式。电阻式冰传感器(水尺上设置多个电压感应触点21)水尺分辨率为1厘米;水尺采用型钢为骨架,将电阻触点通过环氧树脂浇筑成一根整体水尺,接线17由水尺顶部引出;冰(水)传感器水尺18安装于安装支架2上;水尺正面设置刻度19。As shown in Fig. 3, the water gauge 18 (ie water gauge) of the ice (water) sensor of the present invention: the measuring range is 1 meter, and the integrated resistive measurement mode. Resistive ice sensor (a plurality of voltage sensing contacts 21 are arranged on the water gauge). The resolution of the water gauge is 1 cm; The top of the water gauge leads out; the ice (water) sensor water gauge 18 is installed on the mounting bracket 2; the scale 19 is set on the front of the water gauge.

太阳能供电系统:包括太阳能光板6、充电控制器、蓄电池;Solar power supply system: including solar panels 6, charge controllers, batteries;

辐射罩9与环境温度传感器:采用数字式温度计,温度计安装在辐射罩内;Radiation cover 9 and ambient temperature sensor: adopt digital thermometer, and thermometer is installed in the radiation cover;

本申请中,计算冰层厚度的方法包括以下步骤:In this application, the method for calculating the thickness of the ice layer includes the following steps:

采集水尺上所有电压感应点的电压值;Collect the voltage values of all voltage sensing points on the water gauge;

根据所述电压值判断电压感应点所处位置,从而计算冰层厚度。The location of the voltage sensing point is judged according to the voltage value, so as to calculate the thickness of the ice layer.

当为水尺提供3.3V的电压时,利用下列方法判断电压感应点的位置:When providing 3.3V voltage for the water gauge, use the following methods to judge the position of the voltage sensing point:

当某一电压感应点的电压值大于2.75V时,判定为该电压感应点位于水中;When the voltage value of a voltage sensing point is greater than 2.75V, it is determined that the voltage sensing point is located in water;

当某一电压感应点的电压值介于0.33V和0.75V之间时,判定为该电压感应点位于冰层中;When the voltage value of a voltage sensing point is between 0.33V and 0.75V, it is determined that the voltage sensing point is located in the ice layer;

当某一个电压感应点的电压值小于0.33V时,判定为该电压感应点位于空气中。When the voltage value of a certain voltage sensing point is less than 0.33V, it is determined that the voltage sensing point is located in the air.

Claims (9)

1.一种抽水蓄能电站冰情监测装置,其特征在于,包括:1. An ice condition monitoring device for a pumped storage power station, characterized in that it comprises: 设置于水面/冰面上的安装平台(1);An installation platform (1) arranged on the water surface/ice surface; 固定于安装平台(1)上的安装支架(2),且该安装支架(2)包括上部和下部,该上部位于水面/冰面上方,该下部自水面/冰面上方伸入水面/冰面下方;The installation bracket (2) fixed on the installation platform (1), and the installation bracket (2) includes an upper part and a lower part, the upper part is located above the water surface/ice surface, and the lower part extends into the water surface/ice surface from above the water surface/ice surface below; 固定于安装支架(2)下部的水尺(18);The water gauge (18) fixed on the lower part of the mounting bracket (2); 所述水尺的刻度两侧沿水尺长度分别设有多个电压感应点。Both sides of the scale of the water gauge are respectively provided with a plurality of voltage sensing points along the length of the water gauge. 2.根据权利要求1所述的抽水蓄能电站冰情监测装置,其特征在于,所述安装平台(1)通过锚系装置与抽水蓄能电站水库底部连接。2. The ice condition monitoring device of the pumped storage power station according to claim 1, characterized in that the installation platform (1) is connected to the bottom of the reservoir of the pumped storage power station through an anchoring device. 3.根据权利要求2所述的抽水蓄能电站冰情监测装置,其特征在于,所述安装平台(1)与所述锚系装置之间接有悬浮件(16)。3. The ice condition monitoring device for a pumped storage power station according to claim 2, characterized in that a suspension (16) is connected between the installation platform (1) and the mooring device. 4.根据权利要求3所述的抽水蓄能电站冰情监测装置,其特征在于,所述安装平台四个角落均设置有缓冲件(7);所述安装平台通过第一柔性件(12)与所述悬浮件(16)连接;第一柔性件(12)与安装平台的连接点位于所述安装支架(2)的对侧。4. The ice condition monitoring device for a pumped storage power station according to claim 3, characterized in that buffer members (7) are provided at the four corners of the installation platform; the installation platform passes through the first flexible member (12) It is connected with the suspension part (16); the connection point between the first flexible part (12) and the installation platform is located on the opposite side of the installation bracket (2). 5.根据权利要求4所述的抽水蓄能电站冰情监测装置,其特征在于,所述锚系装置包括与所述悬浮件(16)连接的第三柔性连接件(13);所述第三柔性连接件(13)与第二柔性件(14)连接;所述第二柔性件(14)接锚链。5. The ice condition monitoring device for a pumped storage power station according to claim 4, characterized in that, the mooring device comprises a third flexible connector (13) connected to the suspension (16); the first The three flexible connecting parts (13) are connected with the second flexible part (14); the second flexible part (14) is connected with the anchor chain. 6.根据权利要求1所述的抽水蓄能电站冰情监测装置,其特征在于,所述安装平台(1)上设有遥测机箱(8);所述遥测机箱(8)内设置有遥测终端及与所述遥测终端电连接的无线通信模块;所述遥测终端与所述水尺(18)、蓄电池电连接。6. The ice condition monitoring device for a pumped storage power station according to claim 1, characterized in that, the installation platform (1) is provided with a telemetry chassis (8); the telemetry chassis (8) is provided with a telemetry terminal and a wireless communication module electrically connected to the remote measurement terminal; the remote measurement terminal is electrically connected to the water gauge (18) and the storage battery. 7.根据权利要求1所述的抽水蓄能电站冰情监测装置,其特征在于,所述安装平台(1)上设有太阳能光板(6);所述太阳能光板(6)与充电控制器电连接;所述充电控制器与蓄电池电连接;所述充电控制器与蓄电池安装在太阳能光板下的不锈钢箱体内。7. The pumped storage power station ice condition monitoring device according to claim 1, characterized in that, the installation platform (1) is provided with a solar photovoltaic panel (6); the solar photovoltaic panel (6) is electrically connected to the charge controller connection; the charging controller is electrically connected to the storage battery; the charging controller and the storage battery are installed in a stainless steel box under the solar panel. 8.一种利用权利要求1~7之一所述装置计算冰层厚度的方法,其特征在于,包括:8. A method for calculating the thickness of the ice layer using the device according to one of claims 1 to 7, characterized in that it comprises: 采集水尺上所有电压感应点的电压值;Collect the voltage values of all voltage sensing points on the water gauge; 根据所述电压值判断电压感应点所处位置,从而计算冰层厚度。The location of the voltage sensing point is judged according to the voltage value, so as to calculate the thickness of the ice layer. 9.根据权利要求8所述的方法,其特征在于,当为水尺提供3.3V的电压时,利用下列方法判断电压感应点的位置:9. The method according to claim 8, characterized in that, when the water gauge is provided with a voltage of 3.3V, the following method is used to judge the position of the voltage sensing point: 当某一电压感应点的电压值大于2.75V时,判定为该电压感应点位于水中;When the voltage value of a voltage sensing point is greater than 2.75V, it is determined that the voltage sensing point is located in water; 当某一电压感应点的电压值介于0.33V和0.75V之间时,判定为该电压感应点位于冰层中;When the voltage value of a voltage sensing point is between 0.33V and 0.75V, it is determined that the voltage sensing point is located in the ice layer; 当某一个电压感应点的电压值小于0.33V时,判定为该电压感应点位于空气中。When the voltage value of a certain voltage sensing point is less than 0.33V, it is determined that the voltage sensing point is located in the air.
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Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN113359195A (en) * 2020-03-04 2021-09-07 赫克斯冈技术中心 Ground penetrating radar scanning by using external scene knowledge
CN114427923A (en) * 2020-10-15 2022-05-03 兰州大学 System, method, device and server for monitoring icing state of inland water area
CN116109147A (en) * 2023-04-14 2023-05-12 黑龙江省水文水资源中心 An artificial intelligence-based automatic monitoring system for ice conditions in cold regions
CN116734953A (en) * 2023-05-06 2023-09-12 中国电建集团北京勘测设计研究院有限公司 A dynamic measurement method for ice conditions in pumped storage power stations

Citations (12)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN101712371A (en) * 2009-11-27 2010-05-26 张正泉 Offshore platform and power generation equipment using same
CN101846031A (en) * 2009-12-15 2010-09-29 张兵 Method for generating electricity using energy caused by fluctuation and surge of ocean waves and ocean wave generator
KR20120059919A (en) * 2010-12-01 2012-06-11 인하공업전문대학산학협력단 Towing tank using ultrasonic measurement of ice thickness measurement system and method
CN103224007A (en) * 2013-04-17 2013-07-31 哈尔滨工程大学 Multi-floating-body mooring device for floating ocean platform
CN103395476A (en) * 2013-08-14 2013-11-20 大连理工大学 A method of installing a submersible buoy in ultra-deep water
CN103754333A (en) * 2014-01-03 2014-04-30 苏州九翔水上浮筒工程有限公司 Automatic lifting water floating platform without external force
CN103944491A (en) * 2014-05-15 2014-07-23 无锡同春新能源科技有限公司 Construction of solar photovoltaic power station on plug-in tandem buoy platforms with anchors
CN103983376A (en) * 2014-05-14 2014-08-13 太原理工大学 Automatic online monitoring device for temperature gradient and thickness of ice layer
CN104604768A (en) * 2015-01-14 2015-05-13 中国水产科学研究院南海水产研究所 Net cage mooring anchor leg with power buffering function
CN106327610A (en) * 2016-08-27 2017-01-11 南通中远川崎船舶工程有限公司 An intelligent ship for polar navigation
CN208235486U (en) * 2018-05-23 2018-12-14 中国电建集团中南勘测设计研究院有限公司 A kind of rock-steady structure of pier
CN210036587U (en) * 2019-07-29 2020-02-07 中国电建集团中南勘测设计研究院有限公司 An ice monitoring device for pumped storage power station

Patent Citations (12)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN101712371A (en) * 2009-11-27 2010-05-26 张正泉 Offshore platform and power generation equipment using same
CN101846031A (en) * 2009-12-15 2010-09-29 张兵 Method for generating electricity using energy caused by fluctuation and surge of ocean waves and ocean wave generator
KR20120059919A (en) * 2010-12-01 2012-06-11 인하공업전문대학산학협력단 Towing tank using ultrasonic measurement of ice thickness measurement system and method
CN103224007A (en) * 2013-04-17 2013-07-31 哈尔滨工程大学 Multi-floating-body mooring device for floating ocean platform
CN103395476A (en) * 2013-08-14 2013-11-20 大连理工大学 A method of installing a submersible buoy in ultra-deep water
CN103754333A (en) * 2014-01-03 2014-04-30 苏州九翔水上浮筒工程有限公司 Automatic lifting water floating platform without external force
CN103983376A (en) * 2014-05-14 2014-08-13 太原理工大学 Automatic online monitoring device for temperature gradient and thickness of ice layer
CN103944491A (en) * 2014-05-15 2014-07-23 无锡同春新能源科技有限公司 Construction of solar photovoltaic power station on plug-in tandem buoy platforms with anchors
CN104604768A (en) * 2015-01-14 2015-05-13 中国水产科学研究院南海水产研究所 Net cage mooring anchor leg with power buffering function
CN106327610A (en) * 2016-08-27 2017-01-11 南通中远川崎船舶工程有限公司 An intelligent ship for polar navigation
CN208235486U (en) * 2018-05-23 2018-12-14 中国电建集团中南勘测设计研究院有限公司 A kind of rock-steady structure of pier
CN210036587U (en) * 2019-07-29 2020-02-07 中国电建集团中南勘测设计研究院有限公司 An ice monitoring device for pumped storage power station

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN113359195A (en) * 2020-03-04 2021-09-07 赫克斯冈技术中心 Ground penetrating radar scanning by using external scene knowledge
US12379484B2 (en) 2020-03-04 2025-08-05 Hexagon Technology Center Gmbh GPR scanning through the use of external scene knowledge
CN114427923A (en) * 2020-10-15 2022-05-03 兰州大学 System, method, device and server for monitoring icing state of inland water area
CN116109147A (en) * 2023-04-14 2023-05-12 黑龙江省水文水资源中心 An artificial intelligence-based automatic monitoring system for ice conditions in cold regions
CN116734953A (en) * 2023-05-06 2023-09-12 中国电建集团北京勘测设计研究院有限公司 A dynamic measurement method for ice conditions in pumped storage power stations
CN116734953B (en) * 2023-05-06 2024-11-19 中国电建集团北京勘测设计研究院有限公司 Dynamic ice condition measuring method for pumped storage power station

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Application publication date: 20190924