CN202836650U - Detachable water conservation project small-flow seepage measuring device - Google Patents
Detachable water conservation project small-flow seepage measuring device Download PDFInfo
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- CN202836650U CN202836650U CN201220425779.8U CN201220425779U CN202836650U CN 202836650 U CN202836650 U CN 202836650U CN 201220425779 U CN201220425779 U CN 201220425779U CN 202836650 U CN202836650 U CN 202836650U
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Abstract
Description
技术领域 technical field
本实用新型涉及的是水工安全监测装置,是一种对水工建筑如水坝坝体小流量渗流的监测测量装置。 The utility model relates to a hydraulic safety monitoring device, which is a monitoring and measuring device for small flow seepage of hydraulic structures such as dam bodies.
背景技术 Background technique
根据《土石坝安全监测技术规范》(SL80-94),按渗流量的大小和汇集条件,水工建筑物渗流量监测选用的方法主要有: According to the "Technical Specifications for Safety Monitoring of Earth-rock Dams" (SL80-94), according to the size and collection conditions of the seepage flow, the methods selected for monitoring the seepage flow of hydraulic structures mainly include:
一、当流量小于1L/s时宜采用容积法,即一定时间内用容器所收集水量来计算渗流量; 1. When the flow rate is less than 1L/s, the volumetric method should be used, that is, the seepage rate is calculated by the amount of water collected in the container within a certain period of time;
二、当流量在1~300L/s之间时宜采用量水堰法,简要来说就是在各种堰型下利用水位测针测量水位以计算渗流量; 2. When the flow rate is between 1 and 300L/s, the water measuring weir method should be used. In short, it is to use the water level probe to measure the water level under various weir types to calculate the seepage amount;
三、当流量大于300L/s或受落差限制不能设置量水堰时,应将渗漏水引入排水沟,采用测流速法。 3. When the flow rate is greater than 300L/s or the water measuring weir cannot be installed due to the limitation of the drop, the seepage water should be introduced into the drainage ditch, and the flow velocity method should be used.
(1)水电站地下厂房、拦河大坝在建成初期、初蓄期和稳定运行期的渗漏量差异较大,许多水工建筑物都存在建成初期、初蓄期渗漏量大,而在稳定运行期渗漏量逐年减小的趋势。在某些水工建筑物的监测点,稳定运行期的渗漏量甚至仅为初期的30%。因此就存在将测量较大流量的量水堰法改造成测量较小流量容积法的问题。 (1) The leakage of underground powerhouses and barrage dams of hydropower stations is quite different in the initial stage of construction, initial storage period, and stable operation period. The leakage rate in the stable operation period decreases year by year. In the monitoring points of some hydraulic structures, the leakage during the stable operation period is even only 30% of the initial period. Therefore, there is a problem of transforming the weir method for measuring larger flows into the volumetric method for measuring smaller flows.
(2)量水堰法与测流速法可使用的监测仪器较多且技术成熟,然而采用容积法测验小流量时对操作者细心程度要求较高,不同人员实施测验时,读数的精准度难以保证。传统容积法需要人工采集、读取、记录数据,对人工依赖程度高,自动化水平低。 (2) The water weir method and the flow rate method can use many monitoring instruments and the technology is mature. However, the volumetric method requires a high degree of operator care when testing small flow rates. When different personnel perform the test, the accuracy of the readings is difficult. ensure. The traditional volumetric method requires manual collection, reading, and recording of data, which is highly dependent on labor and has a low level of automation.
实用新型内容 Utility model content
本实用新型针对上述现有技术的问题,提供一种使用方便的可拆卸式小流量渗流监测测量装置。 The utility model aims at the problems of the above-mentioned prior art, and provides a detachable small-flow seepage monitoring and measuring device which is easy to use.
本实用新型可拆卸式水工小流量渗流测量装置由可拆卸堰板1、导流水槽2、测量器壳体3、盛水漏斗4、翻斗式流量计5和脉冲发生计数器6组成;
The utility model detachable hydraulic small flow seepage measurement device is composed of a detachable weir plate 1, a
可拆卸堰板1为V形,其形状与量水堰a上的V形出水槽a’一致,可拆卸堰板1的下部开设有凹槽10和密封条11,使用时可拆卸堰板1的下部通过凹槽10和密封条11与量水堰a上的V形出水槽a’无渗漏配合连接,在可拆卸堰板1的V形口底端部连接设有导流水槽2,翻斗式流量计5安装在测量器壳体3内,盛水漏斗4安装在测量器壳体3内翻斗式流量计5的上部,导流水槽2引向盛水漏斗4上部,在测量器壳体3内的底部上对应翻斗式流量计5的左右两端设置脉冲发生计数器6,在测量器壳体3的底面上设有可调支脚31,以使用测量器壳体3水平放平,使翻斗式流量计5平稳准确工作。
The detachable weir plate 1 is V-shaped, and its shape is consistent with the V-shaped water outlet groove a' on the water measuring weir a . The lower part of the detachable weir plate 1 is provided with a
本实用新型通过可拆卸堰板1和导流水槽2将原量水堰a上通过的水引到测量器壳体3内,通过盛水漏斗4注入翻斗式流量计5,翻斗式流量计5的两个等容积的三角斗室,当一个斗室接水时,另一个斗室处于等待状态,当所接渗水容积达到预定值时,由于重力作用自动翻倒,处于等待状态,另一个斗室处于接水工作状态,左、右两斗总是轮换处于接水状态。
The utility model guides the water passing through the original water weir a into the measuring device housing 3 through the detachable weir plate 1 and the
脉冲发生计数器6由磁钢和干簧管构成,在翻斗侧壁上装有磁钢,它随翻斗翻动时从干式舌簧管旁扫过使干式舌簧管产生通断变化,翻斗每翻倒一次干式舌簧管便接通一次送出一个脉冲信号。每产生一个脉冲信号便代表一定水量,实现流量监测自动计数的目的。可直接采购CR10X数据采集器记录单位时间脉冲数。
The
本实用新型可与现有的量水堰a配合使用,装简单方便,解决对量水堰改造问题,使用方便,节约时间、成本。采用翻斗式流量计和自动计数器采集流量数据,提高渗流监测自动化程度。 The utility model can be used in conjunction with the existing water measuring weir a, is simple and convenient to install, solves the problem of reforming the water measuring weir, is convenient to use, and saves time and cost. Use tipping bucket flowmeters and automatic counters to collect flow data to improve the automation of seepage monitoring.
附图说明 Description of drawings
图1是本实用新型实施例结构示意图。Fig. 1 is a structural schematic diagram of an embodiment of the utility model.
图2是可拆卸堰板1结构及与量水堰a配合示意图。 Fig. 2 is a schematic diagram of the structure of the detachable weir plate 1 and its cooperation with the water measuring weir a.
图3是本实用新型使用状态示意图。Fig. 3 is a schematic view of the utility model in use.
具体实施方式 Detailed ways
本实用新型可拆卸式水工小流量渗流测量装置由可拆卸堰板1、导流水槽2、测量器壳体3、盛水漏斗4、翻斗式流量计5和脉冲发生计数器6组成;可拆卸堰板1为V形,其形状与量水堰a上的V形出水槽a’一致,可拆卸堰板1的下部开设有凹槽10和密封条11,使用时可拆卸堰板1的下部通过凹槽10和密封条11与量水堰a上的V形出水槽a’无渗漏配合连接,在可拆卸堰板1的V形口底端部连接设有导流水槽2,翻斗式流量计5安装在测量器壳体3内,盛水漏斗4安装在测量器壳体3内翻斗式流量计5的上部,导流水槽2引向盛水漏斗4上部,在测量器壳体3内的底部上对应翻斗式流量计5的左右两端设置脉冲发生计数器6,在测量器壳体3的底面上设有可调支脚31。
The utility model detachable hydraulic small flow seepage measurement device is composed of a detachable weir plate 1, a
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Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO2015038723A1 (en) * | 2013-09-13 | 2015-03-19 | Board Of Supervisors Of Louisiana State University And Agricultural And Mechanical College Through The Lsu Agcenter | Control of leaching and irrigation |
| CN104457859A (en) * | 2014-11-12 | 2015-03-25 | 中国电建集团贵阳勘测设计研究院有限公司 | Method for changing shape of water passing section of measuring weir and measuring weir structure |
| CN106153013A (en) * | 2015-03-31 | 2016-11-23 | 辽宁省水利水电科学研究院 | The seepage monitoring device in seepage monitoring district |
| CN111811596A (en) * | 2020-07-23 | 2020-10-23 | 水利部交通运输部国家能源局南京水利科学研究院 | A high-precision small flow seepage flow automatic measurement method |
-
2012
- 2012-08-27 CN CN201220425779.8U patent/CN202836650U/en not_active Expired - Lifetime
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO2015038723A1 (en) * | 2013-09-13 | 2015-03-19 | Board Of Supervisors Of Louisiana State University And Agricultural And Mechanical College Through The Lsu Agcenter | Control of leaching and irrigation |
| US10188051B2 (en) * | 2013-09-13 | 2019-01-29 | Board Of Supervisors Of Louisiana State University And Agricultural And Mechanical College Through The Lsu Ag Center | Method for controlling irrigation |
| CN104457859A (en) * | 2014-11-12 | 2015-03-25 | 中国电建集团贵阳勘测设计研究院有限公司 | Method for changing shape of water passing section of measuring weir and measuring weir structure |
| CN106153013A (en) * | 2015-03-31 | 2016-11-23 | 辽宁省水利水电科学研究院 | The seepage monitoring device in seepage monitoring district |
| CN106153013B (en) * | 2015-03-31 | 2018-08-17 | 辽宁省水利水电科学研究院 | The seepage monitoring device in seepage monitoring area |
| CN111811596A (en) * | 2020-07-23 | 2020-10-23 | 水利部交通运输部国家能源局南京水利科学研究院 | A high-precision small flow seepage flow automatic measurement method |
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| Date | Code | Title | Description |
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| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| ASS | Succession or assignment of patent right |
Owner name: STATE GRID XINYUAN CO., LTD. LIAONING PUSHIHE WATE Effective date: 20131210 Owner name: STATE ELECTRIC NET CROP. Free format text: FORMER OWNER: LIAONING PUSHIHE WATER-STORAGE CO., LTD. Effective date: 20131210 |
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| C41 | Transfer of patent application or patent right or utility model | ||
| COR | Change of bibliographic data |
Free format text: CORRECT: ADDRESS; FROM: 118126 DANDONG, LIAONING PROVINCE TO: 100031 XICHENG, BEIJING |
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| TR01 | Transfer of patent right |
Effective date of registration: 20131210 Address after: 100031 Xicheng District West Chang'an Avenue, No. 86, Beijing Patentee after: State Grid Corporation of China Patentee after: STATE GRID XINYUAN Co.,Ltd. Patentee after: LIAONING PUSHIHE WATER-STORAGE Co.,Ltd. Address before: 118126 Liaoning province Dandong City Zhen'an District Taiping Bay, Liaoning Pushihe Pumped Storage Power Co. Ltd. Patentee before: LIAONING PUSHIHE WATER-STORAGE Co.,Ltd. |
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| CX01 | Expiry of patent term | ||
| CX01 | Expiry of patent term |
Granted publication date: 20130327 |