CN202041234U - Final channel flowmeter - Google Patents
Final channel flowmeter Download PDFInfo
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- CN202041234U CN202041234U CN2011200608841U CN201120060884U CN202041234U CN 202041234 U CN202041234 U CN 202041234U CN 2011200608841 U CN2011200608841 U CN 2011200608841U CN 201120060884 U CN201120060884 U CN 201120060884U CN 202041234 U CN202041234 U CN 202041234U
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- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
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Abstract
本实用新型涉及一种末级渠道流量计,其特征在于:渠道(1)放水后,浮子(7)通过连杆(6)带动旋转角度位移传感器(4)的转轴(5)发生旋转,旋转角度位移传感器(4)将旋转角度位置的机械信号转换为电信号,通过旋转角度位移传感器(4)的引出线(8),传送到流量指示表(9)上,使流量指示表(9)的表盘指针的偏转角度与渠道(1)内的水深有一一对应的关系。事先将计算或标定好的相应水深对应的流量数值刻画在流量指示表(9)的表盘上,通过读取流量指示表(9)上的表盘指针指向的表盘流量刻度,获得流量具体数值。具有投入小,可靠性高,使用方便的特点。
The utility model relates to a final channel flowmeter, which is characterized in that: after the channel (1) discharges water, the float (7) drives the rotating shaft (5) of the rotation angle displacement sensor (4) to rotate through the connecting rod (6), and the rotation The angular displacement sensor (4) converts the mechanical signal of the rotation angle position into an electrical signal, and transmits it to the flow indicator (9) through the lead wire (8) of the rotation angle displacement sensor (4), so that the flow indicator (9) There is a one-to-one relationship between the deflection angle of the dial pointer and the water depth in the channel (1). The flow value corresponding to the calculated or calibrated corresponding water depth is depicted on the dial of the flow indicator (9) in advance, and the specific value of the flow is obtained by reading the dial flow scale pointed by the dial pointer on the flow indicator (9). It has the characteristics of small investment, high reliability and convenient use.
Description
技术领域: Technical field:
本实用新型涉及一种明渠流量测量装置,尤其涉及一种低成本的灌溉末级渠道流量测量装置。 The utility model relates to an open channel flow measuring device, in particular to a low-cost irrigation final channel flow measuring device. the
背景技术: Background technique:
灌区量水是合理调度灌溉水源、正确执行用水计划、加强用水管理的必要措施,是按方收费的前提,也是衡量灌溉管理水平和灌溉水利用率高低的重要技术手段。 Water measurement in irrigation areas is a necessary measure for rationally dispatching irrigation water sources, correctly implementing water use plans, and strengthening water management. the
灌溉渠系量水,一般是在渠系上特设量水堰、量水槽等量水建筑物,通过量水建筑物主体段过水断面的科学收缩,使其上下游形成一定的水位落差,从而得到较为稳定的水位流量关系。水位的监测是利用特设量水建筑物进行流量计算的基础工作,目前灌区中采用的水位传感器主要有浮子式传感器、压力式传感器和超声波传感器等。 To measure water in irrigation canal systems, water-measuring structures such as water-measuring weirs and water-measuring tanks are usually specially set up on the canal systems. Through the scientific shrinkage of the water-passing section of the main section of the water-measuring buildings, a certain water level difference is formed between the upstream and downstream, so that A relatively stable relationship between water level and flow is obtained. Water level monitoring is the basic work of flow calculation using specially designed water measuring structures. At present, the water level sensors used in irrigation areas mainly include float sensors, pressure sensors and ultrasonic sensors. the
尽管明渠流量测量技术设备已经相当成熟,但是,由于末级渠道(斗渠、农渠)面广量大,现有的明渠流量测量装置,应用于末级渠道,因为投入、运行、维护等存在问题,制约了在末级渠道量水的运用和推广。因此,末级渠道流量计量一直是农业灌溉用水计量的一个薄弱环节。迫切需要简单、经济、易行、便于群众掌握和接受的末级渠道量水设备。 Although the open channel flow measurement technology and equipment are quite mature, due to the wide area and large volume of the final channel (bucket canal, agricultural canal), the existing open channel flow measurement device is applied to the final channel, because there are problems in investment, operation, maintenance, etc. , which restricts the application and promotion of water measurement in the final channel. Therefore, the flow measurement of the end channel has always been a weak link in the measurement of agricultural irrigation water. There is an urgent need for end-channel water measuring equipment that is simple, economical, easy to operate, and easy for the masses to grasp and accept. the
实用新型内容: Utility model content:
本实用新型的目的在于提供一种经济实用、可靠性高的末级渠道专用量水设备。 The purpose of the utility model is to provide an economical, practical and highly reliable special water measuring device for the final channel. the
本实用新型的目的是这样实现的: The purpose of this utility model is achieved in that:
一种末级渠道流量计,包括垂直水流方向横跨于渠道上方,两端分别固定 于对称安放在渠道两侧的流量计支架上的横梁,在流量计横梁的中部安装旋转角度位移传感器,旋转角度位移传感器的转轴平行于流量计横梁,水滴形浮子的小头固定于连杆,连杆的另一端固定于旋转角度位移传感器的转轴上,旋转角度位移传感器的引出线连接在流量指示表上,旋转角度位移传感器采用电位器型角度传感器。 A final channel flowmeter, including the vertical water flow direction spanning above the channel, the two ends are respectively fixed on the beam on the flowmeter bracket symmetrically placed on both sides of the channel, the rotation angle displacement sensor is installed in the middle of the flowmeter beam, and the rotation The rotation axis of the angular displacement sensor is parallel to the beam of the flowmeter, the small head of the drop-shaped float is fixed on the connecting rod, the other end of the connecting rod is fixed on the rotating shaft of the rotation angle displacement sensor, and the lead-out line of the rotation angle displacement sensor is connected to the flow indicator , The rotation angle displacement sensor adopts the potentiometer type angle sensor. the
渠道放水后,浮子通过连杆带动旋转角度位移传感器的转轴发生旋转,旋转角度位移传感器将旋转角度位置的机械信号转换为电信号,通过旋转角度位移传感器的引出线,传送到流量指示表上,使流量指示表的表盘指针的偏转角度与渠道内的水深有一一对应的关系。事先将计算或标定好的相应水深对应的流量数值刻画在流量指示表的表盘上,通过读取流量指示表上的表盘指针指向的表盘流量刻度,获得流量具体数值。 After the channel is released, the float drives the shaft of the rotation angle displacement sensor to rotate through the connecting rod. The rotation angle displacement sensor converts the mechanical signal of the rotation angle position into an electrical signal, and transmits it to the flow indicator through the lead-out line of the rotation angle displacement sensor. There is a one-to-one relationship between the deflection angle of the dial pointer of the flow indicator and the water depth in the channel. The flow value corresponding to the calculated or calibrated corresponding water depth is depicted on the dial of the flow indicator in advance, and the specific value of the flow is obtained by reading the dial flow scale pointed by the dial pointer on the flow indicator. the
流量刻度的获得分为两种情况。长度大于20倍最大水深时,渠道内形成明渠均匀流,用明渠均匀流公式计算流量。根据渠道内不同水深,按下列公式计算通过渠道的相应流量,刻画在流量指示表的表盘上。 The acquisition of the flow scale is divided into two situations. When the length is greater than 20 times the maximum water depth, an open channel uniform flow is formed in the channel, and the flow is calculated using the open channel uniform flow formula. According to the different water depths in the channel, the corresponding flow through the channel is calculated according to the following formula, and it is depicted on the dial of the flow indicator. the
式中,Q——流量(m3/s); In the formula, Q——flow rate (m 3 /s);
A——过水断面面积(m2); A——the cross-sectional area of water (m 2 );
i——水力坡降,与渠底纵坡相同; i——hydraulic slope, which is the same as the longitudinal slope of the canal bottom;
R——过水断面水力半径(m), R——hydraulic radius of water-passing section (m),
X——湿周(m); X—wet circumference (m);
C——明渠谢才系数, C——The open channel talent appreciation coefficient,
n——糙率系数,可以实测,也可参考下列数值:光滑木板时,n=0.012;混凝土时,n=0.014;转石块砌筑时,n=0.015。 n——roughness coefficient, which can be measured actually, and the following values can also be referred to: for smooth boards, n=0.012; for concrete, n=0.014; for stone masonry, n=0.015. the
对于非明渠均匀流,可以选择典型渠段,实测获得水深——流量关系曲 线,以此为依据,根据渠道内不同水深,截取该曲线上对应的流量数值,刻画在流量指示表的表盘上,用于类似的渠段流量测量。 For non-open channel uniform flow, you can choose a typical channel section and obtain the water depth-flow relationship curve from the actual measurement. Based on this, according to the different water depths in the channel, intercept the corresponding flow value on the curve and depict it on the dial of the flow indicator , for similar canal flow measurements. the
本实用新型具有如下积极效果: The utility model has the following positive effects:
省去了量水堰、量水槽等特设量水建筑物,投入大幅度降低;发明的末级渠道流量计结构简单,造价低廉,大量应用,可以节省巨额的投入;简单的结构,拆卸移动非常方便,流动循环使用,减少了被盗的几率;无需培训,只需简单的讲解,就可熟练使用;结构简单,发生故障的几率小,可靠性高。 Special water measuring structures such as water measuring weirs and water tanks are omitted, and the investment is greatly reduced; the invented final channel flowmeter has a simple structure, low cost, and can be used in large quantities, which can save huge investment; simple structure, easy to disassemble and move It is very convenient and can be used in a mobile cycle, which reduces the chance of being stolen; no training is required, only a simple explanation is required, and it can be used proficiently; the structure is simple, the probability of failure is small, and the reliability is high. the
附图说明: Description of drawings:
图1为安放在渠道上的末级渠道流量计的俯视图。 Figure 1 is a top view of the final channel flowmeter placed on the channel. the
图2为安放在渠道上的末级渠道流量计的垂直剖面图。 Figure 2 is a vertical sectional view of the final channel flowmeter placed on the channel. the
图3为末级渠道流量计实施例的电路图。 Fig. 3 is a circuit diagram of an embodiment of the final channel flowmeter. the
具体实施方式: Detailed ways:
一种末级渠道流量计,如图1、图2所示,包括:垂直水流方向横跨于渠道1上方,两端分别固定于对称安放在渠道1两侧的流量计支架2上的横梁3,在流量计横梁3的中部安装旋转角度位移传感器4,旋转角度位移传感器4的转轴5平行于流量计横梁3,水滴形浮子7的小头固定于连杆6,连杆6的另一端固定于旋转角度位移传感器4的转轴5上,旋转角度位移传感器4的引出线8连接在流量指示表9上,旋转角度传感器4采用电位器型角度位移传感器。
A final channel flowmeter, as shown in Figure 1 and Figure 2, includes: the vertical water flow direction spans above the
渠道1放水后,浮子7通过连杆6带动旋转角度位移传感器4的转轴5发生旋转,旋转角度位移传感器4将旋转角度位置的机械信号转换为电信号,通过旋转角度位移传感器4的引出线8,传送到流量指示表9上,使流量指示表9的表盘指针的偏转角度与渠道1内的水深有一一对应的关系。事先将计算或标定好的相应水深对应的流量数值刻画在流量指示表9的表盘上,通过读取流量 指示表9上的表盘指针指向的表盘流量刻度,获得流量具体数值。
After the
流量刻度的获得分为两种情况。长度大于20倍最大水深时,渠道内形成明渠均匀流,用明渠均匀流公式计算流量。根据渠道内不同水深,按下列公式计算通过渠道的相应流量,刻画在流量指示表9的表盘上。 The acquisition of the flow scale is divided into two situations. When the length is greater than 20 times the maximum water depth, an open channel uniform flow is formed in the channel, and the flow is calculated using the open channel uniform flow formula. According to the different water depths in the channel, calculate the corresponding flow through the channel according to the following formula, and describe it on the dial of the flow indicator table 9. the
式中,Q——流量(m3/s); In the formula, Q——flow rate (m 3 /s);
A——过水断面面积(m2); A——the cross-sectional area of water (m 2 );
i——水力坡降,与渠底纵坡相同; i——hydraulic slope, which is the same as the longitudinal slope of the canal bottom;
R——过水断面水力半径(m), R——hydraulic radius of water-passing section (m),
X——湿周(m); X—wet circumference (m);
C——明渠谢才系数, C——The open channel talent appreciation coefficient,
n——糙率系数,可以实测,也可参考下列数值:光滑木板时,n=0.012;混凝土时,n=0.014;转石块砌筑时,n=0.015。 n——roughness coefficient, which can be measured actually, and the following values can also be referred to: for smooth boards, n=0.012; for concrete, n=0.014; for stone masonry, n=0.015. the
对于非明渠均匀流,可以选择典型渠段,实测获得水深——流量关系曲线,以此为依据,根据渠道内不同水深,截取该曲线上对应的流量数值,刻画在流量指示表9的表盘上,用于类似的渠段流量测量。 For the uniform flow in non-open channels, typical canal sections can be selected, and the water depth-flow relationship curve can be obtained by actual measurement. Based on this, according to different water depths in the channel, the corresponding flow value on the curve can be intercepted and depicted on the dial of the flow indicator table 9. , for similar canal flow measurements. the
实施例电路如图3所示,1为电池组,2、3为抗干扰滤波电容,4为三端稳压集成电路,5为满度调整电位器,,6为电位器型旋转角度位移传感器,7为防抖滤波电容,8为指针型直流电压表。 The embodiment circuit is shown in Figure 3, 1 is a battery pack, 2 and 3 are anti-interference filter capacitors, 4 is a three-terminal voltage regulator integrated circuit, 5 is a full-scale adjustment potentiometer, and 6 is a potentiometer-type rotation angle displacement sensor , 7 is an anti-shake filter capacitor, and 8 is a pointer type DC voltmeter. the
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| Application Number | Priority Date | Filing Date | Title |
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| CN2011200608841U CN202041234U (en) | 2011-03-10 | 2011-03-10 | Final channel flowmeter |
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| CN2011200608841U CN202041234U (en) | 2011-03-10 | 2011-03-10 | Final channel flowmeter |
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Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102155960A (en) * | 2011-03-10 | 2011-08-17 | 中国农业科学院农田灌溉研究所 | Flowmeter for final-stage channel |
| CN104568026A (en) * | 2015-01-28 | 2015-04-29 | 唐山现代工控技术有限公司 | Final-stage channel flow measuring method and device |
| CN110604952A (en) * | 2019-10-28 | 2019-12-24 | 李凤岭 | An automatic dredging device for sewage filtration |
-
2011
- 2011-03-10 CN CN2011200608841U patent/CN202041234U/en not_active Expired - Fee Related
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102155960A (en) * | 2011-03-10 | 2011-08-17 | 中国农业科学院农田灌溉研究所 | Flowmeter for final-stage channel |
| CN104568026A (en) * | 2015-01-28 | 2015-04-29 | 唐山现代工控技术有限公司 | Final-stage channel flow measuring method and device |
| CN110604952A (en) * | 2019-10-28 | 2019-12-24 | 李凤岭 | An automatic dredging device for sewage filtration |
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| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20111116 Termination date: 20130310 |



