CN102221382A - Irrigation ditch simple and easy flowmeter - Google Patents

Irrigation ditch simple and easy flowmeter Download PDF

Info

Publication number
CN102221382A
CN102221382A CN 201110056868 CN201110056868A CN102221382A CN 102221382 A CN102221382 A CN 102221382A CN 201110056868 CN201110056868 CN 201110056868 CN 201110056868 A CN201110056868 A CN 201110056868A CN 102221382 A CN102221382 A CN 102221382A
Authority
CN
China
Prior art keywords
flow
water
pointer
fixed
bearing
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Pending
Application number
CN 201110056868
Other languages
Chinese (zh)
Inventor
高胜国
黄修桥
仵峰
翟国亮
邓忠
刘扬
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Farmland Irrigation Research Institute of CAAS
Original Assignee
Farmland Irrigation Research Institute of CAAS
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Farmland Irrigation Research Institute of CAAS filed Critical Farmland Irrigation Research Institute of CAAS
Priority to CN 201110056868 priority Critical patent/CN102221382A/en
Publication of CN102221382A publication Critical patent/CN102221382A/en
Pending legal-status Critical Current

Links

Images

Landscapes

  • Measuring Volume Flow (AREA)

Abstract

本发明涉及一种灌溉农渠专用量水装置,其特征在于:渠道(1)放水后,浮子(4)通过连杆(5)和安装于横杆(3)中部的轴承(6)外套带动固定在轴承(6)外套上的指针(7)发生偏转,指针(7)的偏转角度与渠道(1)内的水深有一一对应的确定关系。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盘(8)上,通过读取指针(7)指向的流量指示表盘(8)上的流量刻度,获得流量具体数值。具有投入小,可靠性高,使用方便的特点。

Figure 201110056868

The invention relates to a special water measuring device for irrigating agricultural canals, which is characterized in that: after the channel (1) discharges water, the float (4) is driven by the outer casing of the connecting rod (5) and the bearing (6) installed in the middle of the cross bar (3) The pointer (7) fixed on the outer cover of the bearing (6) deflects, and the deflection angle of the pointer (7) has a one-to-one correspondence with the depth of water in the channel (1). The flow value corresponding to the calculated or calibrated corresponding water depth is depicted on the flow indicator dial (8) in advance, and the specific value of the flow rate is obtained by reading the flow scale on the flow indicator dial (8) pointed by the pointer (7). It has the characteristics of small investment, high reliability and convenient use.

Figure 201110056868

Description

农渠简易流量计Farm canal simple flow meter

技术领域:Technical field:

本发明涉及一种明渠流量测量装置,尤其涉及一种低成本的灌溉农渠流量测量装置。The invention relates to an open channel flow measuring device, in particular to a low-cost irrigation canal flow measuring device.

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.

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.

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。尤其是农渠,在末级渠道中数量最大,涉及灌区千家万户,更迫切需要简单、经济、易行、便于群众掌握和接受的农渠量水设备。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. In particular, agricultural canals have the largest number of end-level canals and involve thousands of households in irrigation areas. There is an urgent need for agricultural canal water measuring equipment that is simple, economical, easy to operate, and easy for the masses to grasp and accept.

发明内容:Invention content:

本发明的目的在于提供一种经济实用、可靠性高的农渠专用简易量水设备。The object of the present invention is to provide an economical, practical and highly reliable simple water measuring device dedicated to agricultural canals.

本发明的目的是这样实现的:The purpose of the present invention is achieved like this:

一种农渠专用简易量水计,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杆,内套固定于横杆中部的轴承,浮子为水滴形状,浮子小头固定于连杆的一端,连杆的另一端固定于安装在横杆中部的轴承的外套上,固定在该轴承外套上的指针,固定于横杆上的流量指示表盘,流量指示表盘所在平面垂直于横杆,挨近指针。A simple water meter dedicated to agricultural canals, comprising a cross bar that spans the top of the canal in the vertical direction of water flow, two ends of which are respectively fixed on the flow meter brackets symmetrically placed on both sides of the canal, and an inner sleeve fixed to a bearing in the middle of the cross bar. The float is in the shape of a water drop. The small head of the float is fixed on one end of the connecting rod, and the other end of the connecting rod is fixed on the outer casing of the bearing installed in the middle of the cross bar. The pointer fixed on the outer casing of the bearing is fixed on the flow indicator on the cross bar. Dial, flow indication The plane where the dial is located is perpendicular to the bar and close to the pointer.

渠道放水后,浮子通过连杆和安装于横杆中部的轴承外套带动固定在该轴承外套上的指针发生偏转,指针的偏转角度与渠道内的水深有一一对应的确定关系。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盘上,通过读取指针指向的流量指示表盘上的流量刻度,获得流量具体数值。After the channel is drained, the float drives the pointer fixed on the bearing jacket to deflect through the connecting rod and the bearing jacket installed in the middle of the cross bar. The deflection angle of the pointer has a one-to-one correspondence with the water depth in the channel. The flow value corresponding to the calculated or calibrated corresponding water depth is depicted on the flow indicator dial in advance, and the specific value of the flow rate is obtained by reading the flow scale on the flow indicator dial pointed by the pointer.

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 flow indicator dial.

QQ == ACAC RiRi

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 = A X ; R——hydraulic radius of water-passing section (m), R = A x ;

X——湿周(m);X—wet circumference (m);

C——明渠谢才系数, C = 1 n R 1 / 6 C——The open channel talent appreciation coefficient, C = 1 no R 1 / 6

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.

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,刻画在流量指示表盘上,用于类似的渠段流量测量。For the uniform flow in non-open channels, typical channel 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 flow indicator dial for use Similar canal flow measurements.

本发明具有如下积极效果:The present invention has following positive effect:

省去了量水堰、量水槽等特设量水建筑物,投入大幅度降低;发明的简易农渠流量计结构简单,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 simple structure of the simple agricultural canal flowmeter invented is simple, low in cost, and can be used in large quantities, which can save a huge amount of 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.

附图说明:Description of drawings:

图1为安放在渠道上的农渠简易流量计的垂直剖面图。Figure 1 is a vertical section view of a simple flowmeter for an agricultural canal placed on the canal.

图2为安放在渠道上的农渠简易流量计的俯视图。Figure 2 is a top view of a simple flowmeter for an agricultural canal placed on the canal.

具体实施方式:Detailed ways:

一种农渠专用简易量水计,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上的横杆3,内套固定于横杆3中部的轴承6,浮子4为水滴形状,浮子4小头固定于连杆5的一端,连杆的另一端固定于安装在横杆3中部的轴承6的外套上,固定在轴承6外套上的指针7,固定于横杆3上的流量指示表盘8,流量指示表盘8所在平面垂直于横杆3,挨近指针7。A simple water meter dedicated to agricultural canals, as shown in Figures 1 and 2, comprising: the vertical water flow direction spans above the channel 1, and the two ends are respectively fixed on the flow meter brackets 2 symmetrically placed on both sides of the channel 1 The crossbar 3, the inner sleeve is fixed on the bearing 6 in the middle of the crossbar 3, the float 4 is in the shape of a water drop, the small head of the float 4 is fixed on one end of the connecting rod 5, and the other end of the connecting rod is fixed on the bearing 6 installed in the middle of the crossbar 3 On the jacket, the pointer 7 fixed on the bearing 6 jacket, the flow indicating dial 8 fixed on the cross bar 3, the plane where the flow indicating dial 8 is located is perpendicular to the cross bar 3 and close to the pointer 7.

渠道1放水后,浮子4通过连杆5和安装于横杆3中部的轴承6外套带动固定在轴承6外套上的指针7发生偏转,指针7的偏转角度与渠道1内的水深有一一对应的确定关系。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盘8上,通过读取指针7指向的流量指示表盘8上的流量刻度,获得流量具体数值。After the channel 1 discharges water, the float 4 drives the pointer 7 fixed on the outer cover of the bearing 6 to deflect through the connecting rod 5 and the outer casing of the bearing 6 installed in the middle of the cross bar 3. The deflection angle of the pointer 7 corresponds to the water depth in the channel 1. definite relationship. The flow value corresponding to the calculated or calibrated corresponding water depth is depicted on the flow indicating dial 8 in advance, and the specific value of the flow is obtained by reading the flow scale on the flow indicating dial 8 pointed by the pointer 7 .

实施例: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,刻画在流量指示表盘8上。Embodiment: 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 with the open channel uniform flow formula. According to different water depths in the channel, the corresponding flow through the channel is calculated according to the following formula, and depicted on the flow indicating dial 8.

QQ == ACAC RiRi

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 = A X ; R——hydraulic radius of water-passing section (m), R = A x ;

X——湿周(m);X—wet circumference (m);

C——明渠谢才系数, C = 1 n R 1 / 6 C——The open channel talent appreciation coefficient, C = 1 no R 1 / 6

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.

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,刻画在流量指示表盘8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 flow indicator dial 8. Similar to channel flow measurements.

Claims (2)

1.一种灌溉农渠专用量水装置,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)上的横杆(3),内套固定于横杆(3)中部的轴承(6),浮子(4)为水滴形状,浮子(4)小头固定于连杆(5)的一端,连杆的另一端固定于安装在横杆(3)中部的轴承(6)的外套上,固定在轴承(6)外套上的指针7,固定于横杆(3)上的流量指示表盘(8),流量指示表盘(8)所在平面垂直于横杆(3),挨近指针(7)。1. A special water measuring device for irrigation canals, comprising a horizontal bar that spans above the canal (1) in the vertical direction of water flow, and the two ends are respectively fixed on the flow meter brackets (2) symmetrically placed on both sides of the canal (1) (3), the inner sleeve is fixed on the bearing (6) in the middle of the cross bar (3), the float (4) is in the shape of a water drop, the small head of the float (4) is fixed on one end of the connecting rod (5), and the other end of the connecting rod is fixed On the overcoat of the bearing (6) installed in the middle part of the cross bar (3), the pointer 7 fixed on the overcoat of the bearing (6) is fixed on the flow indicating dial (8) on the cross bar (3), and the flow indicating dial ( 8) The plane where it is located is perpendicular to the crossbar (3) and close to the pointer (7). 2.根据权利要求1所述的一种灌溉农渠专用量水装置,其特征在于:渠道(1)放水后,浮子(4)通过连杆(5)和安装于横杆(3)中部的轴承(6)外套带动固定在轴承(6)外套上的指针(7)发生偏转,指针(7)的偏转角度与渠道(1)内的水深有一一对应的确定关系,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盘(8)上,通过读取指针(7)指向的流量指示表盘(8)上的流量刻度,获得流量具体数值。2. A special water measuring device for irrigation canals according to claim 1, characterized in that: after the canal (1) discharges water, the float (4) passes through the connecting rod (5) and the middle part of the cross bar (3). Bearing (6) casing drives pointer (7) fixed on bearing (6) casing to deflect. The deflection angle of pointer (7) has a one-to-one correspondence with the depth of water in channel (1). Calculate or calibrate in advance The flow value corresponding to the corresponding water depth is depicted on the flow indicating dial (8), and the flow specific value is obtained by reading the flow scale on the flow indicating dial (8) pointed by the pointer (7).
CN 201110056868 2011-03-10 2011-03-10 Irrigation ditch simple and easy flowmeter Pending CN102221382A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN 201110056868 CN102221382A (en) 2011-03-10 2011-03-10 Irrigation ditch simple and easy flowmeter

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN 201110056868 CN102221382A (en) 2011-03-10 2011-03-10 Irrigation ditch simple and easy flowmeter

Publications (1)

Publication Number Publication Date
CN102221382A true CN102221382A (en) 2011-10-19

Family

ID=44778002

Family Applications (1)

Application Number Title Priority Date Filing Date
CN 201110056868 Pending CN102221382A (en) 2011-03-10 2011-03-10 Irrigation ditch simple and easy flowmeter

Country Status (1)

Country Link
CN (1) CN102221382A (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104730281A (en) * 2013-12-20 2015-06-24 王世华 Water flow speed measuring instrument
CN107036666A (en) * 2017-06-03 2017-08-11 华北水利水电大学 A kind of target formula large diameter pipeline amount water installations and its water gaging method
CN112429430A (en) * 2020-11-05 2021-03-02 克拉玛依跬步电气科技有限责任公司 Garbage collection device, underground garbage can and integrated classification underground garbage can

Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN2388477Y (en) * 1999-08-20 2000-07-19 孙喜洲 Gas-liquid control valve
CN2492837Y (en) * 2001-02-22 2002-05-22 王涛 Pointer-type pipe fluid flowmeter
CN2554602Y (en) * 2001-11-30 2003-06-04 孙西根 Constant differential pressure flowmeter
CN200965475Y (en) * 2006-09-27 2007-10-24 西安达刚路面车辆有限公司 Alarm device for detecting the liquid for slurry seal equipment
CN101418552A (en) * 2008-09-27 2009-04-29 北京林业大学 Design method of horizontal tube and culvert for check dam
CN202048937U (en) * 2011-03-10 2011-11-23 中国农业科学院农田灌溉研究所 Simple flowmeter for field ditches

Patent Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN2388477Y (en) * 1999-08-20 2000-07-19 孙喜洲 Gas-liquid control valve
CN2492837Y (en) * 2001-02-22 2002-05-22 王涛 Pointer-type pipe fluid flowmeter
CN2554602Y (en) * 2001-11-30 2003-06-04 孙西根 Constant differential pressure flowmeter
CN200965475Y (en) * 2006-09-27 2007-10-24 西安达刚路面车辆有限公司 Alarm device for detecting the liquid for slurry seal equipment
CN101418552A (en) * 2008-09-27 2009-04-29 北京林业大学 Design method of horizontal tube and culvert for check dam
CN202048937U (en) * 2011-03-10 2011-11-23 中国农业科学院农田灌溉研究所 Simple flowmeter for field ditches

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104730281A (en) * 2013-12-20 2015-06-24 王世华 Water flow speed measuring instrument
CN107036666A (en) * 2017-06-03 2017-08-11 华北水利水电大学 A kind of target formula large diameter pipeline amount water installations and its water gaging method
CN107036666B (en) * 2017-06-03 2023-10-27 华北水利水电大学 A target-type large-diameter pipeline water measuring device and its water measuring method
CN112429430A (en) * 2020-11-05 2021-03-02 克拉玛依跬步电气科技有限责任公司 Garbage collection device, underground garbage can and integrated classification underground garbage can

Similar Documents

Publication Publication Date Title
CN102155960A (en) Flowmeter for final-stage channel
CN104330533B (en) The test unit of tunnel surrounding landslide under simulated rainfall and seepage action of ground water and method
CN100494918C (en) A method for monitoring the water level of a reservoir
CN101839738B (en) Wet steam flow instrument and measuring method
CN208238853U (en) A kind of canal capacity automated watch-keeping facility
CN110455354B (en) A cantilever beam strain sensing type flow velocity and flow measuring device and application method
CN110243438A (en) An intelligent monitoring integrated device for seepage flow of water measuring weir and its measurement method
CN105332394A (en) Testing device for researching resistance of uplift piles on abrupt gush damage mechanism of foundation pits
CN205242462U (en) Research anti -floating pile resists test device that foundation ditch suddenly gushes failure mechanisms
CN101598582B (en) Calculation method and application of average peak flow rate and primary total amount of debris flow in burst debris flow
CN117570910B (en) Narrow valley dam body deformation monitoring device
CN102221382A (en) Irrigation ditch simple and easy flowmeter
CN104792372A (en) Wind measuring method for complex flow field roadway
CN103017834A (en) A Method for Accurately Measuring the Discharge Flow by Utilizing the Opening Degree of the Discharge Arc Gate of Hydropower Station
CN202041234U (en) Final channel flowmeter
CN202048937U (en) Simple flowmeter for field ditches
CN100342218C (en) Momentum flowmeter and measuring method thereof
CN203821295U (en) Dam body model applied to experimental study of relationship between dam seepage field and temperature field
CN102410860A (en) Pit water inflow monitoring device
KR101201482B1 (en) Full pipe flowmeter
CN202171477U (en) Device for monitoring water inflow of underground mine
CN208039147U (en) A kind of simulation transient reliability automatic control test device
CN201748941U (en) Venturi automation water measuring device
CN204373728U (en) Water level difference measuring self-recording device
CN103245604A (en) Laboratory experiment device capable of evaluating anti-erosion characteristic of saturated soil

Legal Events

Date Code Title Description
C06 Publication
PB01 Publication
C10 Entry into substantive examination
SE01 Entry into force of request for substantive examination
C12 Rejection of a patent application after its publication
RJ01 Rejection of invention patent application after publication

Application publication date: 20111019