CN109883479A - A fixed-point suspended ice thickness and water level integrated continuous monitoring device - Google Patents
A fixed-point suspended ice thickness and water level integrated continuous monitoring device Download PDFInfo
- Publication number
- CN109883479A CN109883479A CN201910177810.7A CN201910177810A CN109883479A CN 109883479 A CN109883479 A CN 109883479A CN 201910177810 A CN201910177810 A CN 201910177810A CN 109883479 A CN109883479 A CN 109883479A
- Authority
- CN
- China
- Prior art keywords
- radar
- ice
- wind
- data
- controller
- 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
Links
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 title claims abstract description 25
- 238000012806 monitoring device Methods 0.000 title claims abstract description 9
- 238000010248 power generation Methods 0.000 claims abstract description 22
- 230000005540 biological transmission Effects 0.000 claims abstract description 15
- 238000009434 installation Methods 0.000 claims abstract description 14
- 238000004146 energy storage Methods 0.000 claims abstract description 13
- 230000008878 coupling Effects 0.000 claims abstract 8
- 238000010168 coupling process Methods 0.000 claims abstract 8
- 238000005859 coupling reaction Methods 0.000 claims abstract 8
- 230000010354 integration Effects 0.000 claims abstract 2
- 229910000831 Steel Inorganic materials 0.000 claims description 45
- 239000010959 steel Substances 0.000 claims description 45
- 238000005070 sampling Methods 0.000 claims description 11
- 238000005516 engineering process Methods 0.000 claims description 9
- 238000012360 testing method Methods 0.000 claims description 5
- 238000006243 chemical reaction Methods 0.000 claims description 4
- 238000004891 communication Methods 0.000 claims description 4
- XUIMIQQOPSSXEZ-UHFFFAOYSA-N Silicon Chemical compound [Si] XUIMIQQOPSSXEZ-UHFFFAOYSA-N 0.000 claims description 3
- 238000009825 accumulation Methods 0.000 claims description 3
- 230000009467 reduction Effects 0.000 claims description 3
- 229910052710 silicon Inorganic materials 0.000 claims description 3
- 239000010703 silicon Substances 0.000 claims description 3
- 230000000903 blocking effect Effects 0.000 claims description 2
- 230000005236 sound signal Effects 0.000 claims description 2
- 239000000725 suspension Substances 0.000 claims description 2
- 230000000694 effects Effects 0.000 claims 1
- 238000012544 monitoring process Methods 0.000 abstract description 20
- NJPPVKZQTLUDBO-UHFFFAOYSA-N novaluron Chemical compound C1=C(Cl)C(OC(F)(F)C(OC(F)(F)F)F)=CC=C1NC(=O)NC(=O)C1=C(F)C=CC=C1F NJPPVKZQTLUDBO-UHFFFAOYSA-N 0.000 abstract 1
- 238000000034 method Methods 0.000 description 11
- 230000008859 change Effects 0.000 description 7
- 230000008569 process Effects 0.000 description 6
- 238000010586 diagram Methods 0.000 description 4
- 238000005553 drilling Methods 0.000 description 3
- 238000013480 data collection Methods 0.000 description 2
- 230000008034 disappearance Effects 0.000 description 1
- 239000000428 dust Substances 0.000 description 1
- 238000011065 in-situ storage Methods 0.000 description 1
- 238000005259 measurement Methods 0.000 description 1
- 239000004570 mortar (masonry) Substances 0.000 description 1
- 238000009417 prefabrication Methods 0.000 description 1
- 238000011084 recovery Methods 0.000 description 1
Landscapes
- Testing Or Calibration Of Command Recording Devices (AREA)
Abstract
Description
技术领域technical field
本发明属于水利行业中水文监测技术领域,尤其涉及一种冰厚、水位一体化远程连续监测装置。The invention belongs to the technical field of hydrological monitoring in the water conservancy industry, in particular to an integrated remote continuous monitoring device for ice thickness and water level.
背景技术Background technique
冰厚是指河道冬季结冰形成冰盖后,冰层上表面至冰层下表面的垂直距离。我国北方地区冬季河道、湖泊易结冰形成冰盖,如黑龙江河道、松花江河道、黄河宁蒙段河道等。Ice thickness refers to the vertical distance from the upper surface of the ice layer to the lower surface of the ice layer after the river freezes to form an ice sheet in winter. In winter, rivers and lakes in northern my country are easy to freeze to form ice sheets, such as the Heilongjiang River, the Songhua River, and the Ningmeng River of the Yellow River.
冰厚监测一般借助于冰钻和冰尺来完成,监测平均冰厚和最大冰厚(以厘米为单位),特别是特殊地形处及位置处的冰厚,如水文测验断面处、河道弯道处、涉河建筑物处等。而利用该技术监测冰厚的最大缺点在于需要人工打冰孔测量,费时费力、自动化程度低,不能连续监测,威胁人员安全,特别是冰盖较薄处和冰塞形成的不稳定冰盖处的冰厚监测。Ice thickness monitoring is generally done with the help of ice drills and ice rulers, monitoring the average ice thickness and the maximum ice thickness (in centimeters), especially the ice thickness at special terrain and locations, such as hydrological test sections, river bends Offices, river-related buildings, etc. The biggest disadvantage of using this technology to monitor ice thickness is that it requires manual drilling of ice holes for measurement, which is time-consuming and labor-intensive, has a low degree of automation, cannot be continuously monitored, and threatens the safety of personnel, especially in areas with thin ice sheets and unstable ice sheets formed by ice plugs. ice thickness monitoring.
现有的热电阻法监测冰厚技术是一种利用温度传感器监测冰层温度梯度来推求冰层厚度的自动监测技术,该技术需要提前埋设温度传感器,劳动强度较大,仅能监测稳定冰盖期冰厚,不利于冰厚生消全周期和冰厚水位一体化连续监测,还不利于同一地点冰厚多年连续监测。The existing thermal resistance method for monitoring ice thickness is an automatic monitoring technology that uses a temperature sensor to monitor the temperature gradient of the ice layer to estimate the thickness of the ice layer. This technology needs to bury the temperature sensor in advance, which is labor-intensive and can only monitor the stable ice sheet. It is not conducive to the integrated continuous monitoring of the full cycle of ice thickness generation and dissipation and the ice thickness and water level, and it is not conducive to the continuous monitoring of ice thickness at the same location for many years.
现有的水位监测技术多采用水尺或26GHz雷达水位计,该技术只能远程监测水位变化过程),在凌汛期只能监测到冰层上表面高程变化,不能监测冰盖生消变化过程,以及冰下水位变化过程,不利于北方河道、湖泊水文多要素全周期不间断连续监测。The existing water level monitoring technologies mostly use water gauges or 26GHz radar water level gauges, which can only remotely monitor the water level change process), and can only monitor the elevation change of the upper surface of the ice during the flood season, but cannot monitor the ice sheet. As well as the change process of the subglacial water level, it is not conducive to the continuous continuous monitoring of the whole cycle of the multi-element hydrology of northern rivers and lakes.
发明内容SUMMARY OF THE INVENTION
本发明的目的是提供一种定点悬挂式冰厚、水位一体化连续监测装置,应用该装置不仅可以在冰期监测冰表面高程、冰下水位及冰层厚度变化过程,而且还可以在非冰期监测自由水面变化过程,解决了北方河道、湖泊、渠道的冰厚、水位一体化监测难的问题,实现定点位置冰厚、水位变化全周期实时监测,为冰期和非冰期水文监测提供新模式和新技术。The purpose of the present invention is to provide a fixed-point hanging type integrated continuous monitoring device for ice thickness and water level. The application of the device can not only monitor the change process of ice surface elevation, sub-glacial water level and ice thickness during glacial period, but also monitor the change process of ice layer thickness during non-glacial period. The change process of free water surface solves the difficult problem of integrated monitoring of ice thickness and water level in northern rivers, lakes, and channels, realizes real-time monitoring of ice thickness and water level changes at fixed locations throughout the cycle, and provides new models and new models for glacial and non-glacial hydrological monitoring. technology.
本发明的技术方案如下。The technical solution of the present invention is as follows.
一种定点悬挂式冰厚及水位一体化连续监测装置,主要包含避雷器(1)、风力发电装置(2)、三角钢塔(3)、太阳能发电装置(4)、安装基座(5)、储能电池(6)、回旋臂(7)、空气耦合雷达传感器(8)(以下简称“雷达”)、集成控制箱(9)等,其中。A fixed-point suspension type integrated continuous monitoring device for ice thickness and water level, mainly comprising a lightning arrester (1), a wind power generation device (2), a triangular steel tower (3), a solar power generation device (4), an installation base (5), Energy storage battery (6), swing arm (7), air-coupled radar sensor (8) (hereinafter referred to as "radar"), integrated control box (9), etc., among them.
所述集成控制箱(9)内安装有风光互补控制器(10)、远程遥测开关控制器(11)、GPS模块(12)、4G数传模块(13)等。The integrated control box (9) is provided with a wind-solar hybrid controller (10), a remote telemetry switch controller (11), a GPS module (12), a 4G data transmission module (13), and the like.
所述各组件安装及连接方式可参考附图1及附图2。The installation and connection methods of the various components can be referred to FIG. 1 and FIG. 2 .
所述避雷器(1)可选用BLZ-800型避雷器,避雷器中圆球安装高度应比风力发电装置(2)的扇叶最高位置高出0.2m以上。The lightning arrester (1) can be selected from the BLZ-800 type lightning arrester, and the installation height of the ball in the lightning arrester should be more than 0.2m higher than the highest position of the fan blade of the wind power generator (2).
所述风力发电装置(2)选用何种输出功率采用公式(一)计算所得:The output power selected by the wind power generation device (2) is calculated by formula (1):
公式(一) Formula (1)
式中:P为输出功率(w);ti为安装地区i级风月平均天数(d);wi为安装地区i级风所对应的功率(w)。In the formula: P is the output power (w); t i is the monthly average number of days (d) for the i-class wind in the installation area; wi is the power corresponding to the i-class wind in the installation area (w).
所述(4)太阳能发电装置中选用何种型号电池板功率,可采用如下公式(二)计算所得:(4) Which type of panel power is used in the solar power generation device can be calculated by the following formula (2):
公式(二) Formula (2)
其中:W为电池板功率(w);A为全套装置平均每天耗电量(w/h);C为容量系数;h为当地每天平均日照时间(h);η1为组装损失因子;η2为温度损失因子;η3为灰尘遮蔽损失因子;η4为充放电损失因子;η5为输配电损失因子。Among them: W is the power of the battery panel (w); A is the average daily power consumption of the complete set of devices (w/h); C is the capacity coefficient; h is the local average daily sunshine time (h); η 1 is the assembly loss factor; η 2 is the temperature loss factor; η 3 is the dust shielding loss factor; η 4 is the charge-discharge loss factor; η 5 is the transmission and distribution loss factor.
所述安装基座(5)采用浆砌石结构,埋于地面以下部分不少于1m。The installation base (5) adopts a mortar masonry structure and is buried at least 1m below the ground.
所述储能电池(6)采用耐低温的硅能电池,安置在集中控制箱内(9)或者埋于基座内地面1m以下。The energy storage battery (6) adopts a low temperature-resistant silicon energy battery, which is placed in the centralized control box (9) or buried in the base within 1 m below the ground.
所述空气耦合雷达传感器(8)主要包含雷达控制器(14)、发射机(15)、接收机(16)、发射天线、接收电线、供电接口、数据接口等。The air-coupled radar sensor (8) mainly includes a radar controller (14), a transmitter (15), a receiver (16), a transmitting antenna, a receiving wire, a power supply interface, a data interface, and the like.
所述空气耦合雷达传感器(8)的探测冰厚工作方式如附图3,远程计算机通过4G数传模块(13)向雷达控制器发送相关参数(雷达波空气传播速度、冰介电常数、采样点数、采样频率、累加次数、采集间隔时间等),远程计算机自动计算雷达(8)底部中心至冰期冰盖上表面或非冰期自由水面的距离,再计算冰盖厚度,基于河道周边水准高程,将其数据分别换算成相应高程。The working method of the air-coupled radar sensor (8) for detecting ice thickness is shown in Figure 3, and the remote computer sends relevant parameters (radar wave air propagation speed, ice dielectric constant, sampling rate) to the radar controller through the 4G data transmission module (13). Points, sampling frequency, accumulation times, acquisition interval, etc.), the remote computer automatically calculates the distance from the bottom center of the radar (8) to the upper surface of the glacial ice sheet or the free water surface of the non-glacial period, and then calculates the thickness of the ice sheet. Based on the level elevation around the river, Convert its data into corresponding elevations respectively.
自动计算后的雷达至冰盖上表面的距离、冰厚数据和相应的雷达图谱,通过4G数传模块(13)回传至远程计算机。The automatically calculated distance from the radar to the upper surface of the ice sheet, ice thickness data and the corresponding radar map are sent back to the remote computer through the 4G data transmission module (13).
所述空气耦合雷达传感器中(8)雷达控制器(14)将实现数据接口通讯、产生发射机触发信号、产生接收机步进取样时钟、接收机输出信号模数转换等功能,其内部工作时序见附图4。In the air-coupled radar sensor (8) the radar controller (14) will realize the functions of data interface communication, generating transmitter trigger signal, generating receiver step sampling clock, receiver output signal analog-to-digital conversion and other functions. See Figure 4.
所述空气耦合雷达传感器(8)中发射机(15)将选用雪崩三极管和SRD(阶跃恢复二极管)器件来构成脉冲源电路,其脉冲宽度和脉冲重复周期易于控制,且体积不大,适合定点悬挂于河道附近。The transmitter (15) in the air-coupled radar sensor (8) will use avalanche triodes and SRD (step recovery diode) devices to form a pulse source circuit, whose pulse width and pulse repetition period are easy to control, and are small in size, suitable for Fixed point hanging near the river.
所述空气耦合雷达传感器(8)中接收机(16)将采用等效采样技术对信号进行降频处理,降频后的回波信号为音频信号,从而提高A/D转换器的转换速率,降低成本。The receiver (16) in the air-coupled radar sensor (8) will use the equivalent sampling technology to down-convert the signal, and the down-converted echo signal is an audio signal, thereby increasing the conversion rate of the A/D converter, cut costs.
所述空气耦合雷达传感器(8)中的发射天线和接收天线,将采用Bow-tie天线或其变形结构UWB天线,实现超宽带特性,该类天线结构简单、体积小,适合悬挂于河道附近。The transmitting and receiving antennas in the air-coupled radar sensor (8) will use Bow-tie antennas or UWB antennas with modified structures to achieve ultra-wideband characteristics.
所述空气耦合雷达传感器(8)采用3个U型螺栓固定在回旋臂(7)末端。The air-coupled radar sensor (8) is fixed on the end of the swing arm (7) by three U-bolts.
所述集成控制箱(9)内主要包含风光互补控制器(10)、远程遥测开关(11)、GPS模块(12)、4G数传模块(13),同时集成控制箱内部各个模块位置布置及连接方式见附图2。The integrated control box (9) mainly includes a wind-solar hybrid controller (10), a remote telemetry switch (11), a GPS module (12), and a 4G data transmission module (13). The connection method is shown in Figure 2.
所述风光互补控制器(10)选用MPPT(最大功率点跟踪)控制器,该控制器能够追踪最高电压电流值,能够有效地协调太阳能电池板、蓄电池、负载的工作,充电效率能够达到95%。其工作方式是风力发电装置(2)和太阳能发电装置(4)的电能通过风光互补控制器(10)传输入远程遥测开关(11)或储存于储能电池(6)中,同时储能电池(6)存储的电能可以在无光无风时通过风光互补控制器(10)传输入远程遥测开关(11)中。The wind-solar hybrid controller (10) selects an MPPT (maximum power point tracking) controller, which can track the highest voltage and current value, can effectively coordinate the work of solar panels, batteries, and loads, and the charging efficiency can reach 95% . Its working mode is that the electric energy of the wind power generation device (2) and the solar power generation device (4) is transmitted into the remote telemetry switch (11) through the wind-solar hybrid controller (10) or stored in the energy storage battery (6), and the energy storage battery (6) The stored electric energy can be transmitted into the remote telemetry switch (11) through the wind-solar hybrid controller (10) when there is no light and no wind.
所述远程遥测开关(11)可选用ST248-TAS型号控制器,其工作方式是通过GSM天线接收手机或电脑远程发射控制信号,来控制雷达(8)、GPS模块(12)、4G数传模块(13)的开启。The remote telemetry switch (11) can be selected as an ST248-TAS type controller, and its working mode is to receive a mobile phone or a computer to remotely transmit control signals through a GSM antenna to control the radar (8), the GPS module (12), and the 4G data transmission module. (13) ON.
所述GPS模块(12)可选用GPS15xL 型号,作用是为雷达(8)提供秒脉冲信号(PPS)和时间信息,根据PPS信号可以进行计时,还能控制雷达(8)数据的采集间隔时间。另外GPS提供的时间信息也将记录在雷达(8)的回传数据中,将雷达回波数据打上时间标签,使得雷达数据可以根据时间回溯。The GPS module (12) can be selected as GPS15xL, and its function is to provide the radar (8) with a pulse-per-second signal (PPS) and time information, which can be timed according to the PPS signal, and can also control the data collection interval of the radar (8). In addition, the time information provided by the GPS will also be recorded in the return data of the radar (8), and the radar return data will be time-labeled, so that the radar data can be backtracked according to time.
所述4G模块(13)可选用MZ382型号,它的作用是实现雷达(8)与远程计算机之间的远程无线通信,建立数据链接,采集的雷达数据实时回传至远程计算机,同时该型号4G模块还有WIFI功能,可现场通过WIFI功能连接雷达,测试雷达数据采集质量。The 4G module (13) can be selected from the MZ382 model, and its function is to realize long-distance wireless communication between the radar (8) and the remote computer, establish a data link, and transmit the collected radar data to the remote computer in real time. The module also has WIFI function, which can be connected to the radar on site through the WIFI function to test the quality of radar data collection.
该发明的技术优势在于安装便捷、使用周期长、全年自动连续监测、非接触式监测冰盖厚度、减少人员冰上监测风险,其主要研发的中心频率为400MHz的空气耦合探冰雷达不需要接触冰盖表面,就可以在距离冰盖上表面15m的范围内进行探测冰盖厚度,不仅能探测冰盖生消变化过程,而且还能探测冰盖上表面至雷达的距离,从而监测冰盖的上下浮动,为结冰河道开河预警提供数据,另外还能在非凌汛期监测冰下水位的变化过程,可实现凌汛期及非凌汛期的冰盖生消和水位的原位全周期动态监测,为水文远程监测、观测提供新的模式和技术。The technical advantages of this invention lie in its convenient installation, long service cycle, automatic continuous monitoring throughout the year, non-contact monitoring of ice sheet thickness, and reduction of the risk of personnel monitoring on ice. By touching the surface of the ice sheet, the thickness of the ice sheet can be detected within 15m from the upper surface of the ice sheet. In addition, it can monitor the change process of the subglacial water level in the non-flood season, which can realize the in-situ full-cycle dynamic monitoring of the ice sheet generation and disappearance and the water level in the flood season and non-flood season. , to provide new models and technologies for remote monitoring and observation of hydrology.
附图说明Description of drawings
附图1为发明装置中各部件安装位置示意图。Fig. 1 is a schematic diagram of the installation position of each component in the inventive device.
附图2 集成控制箱内部部件布置及连接方式。Figure 2 Layout and connection mode of the internal components of the integrated control box.
附图3 空气耦合雷达工作方式图。Figure 3 shows the working mode of the air-coupled radar.
附图4 雷达控制器内部工作时序框图。Figure 4 is a block diagram of the internal working sequence of the radar controller.
附图5等效取样接收机框图。Figure 5 is a block diagram of an equivalent sampling receiver.
附图6 回旋臂构成示意图。Figure 6 Schematic diagram of the structure of the swing arm.
图中(1)为避雷器,(2)为风力发电装置,(3)为三角钢塔,(4)为太阳能发电装置,(5)为基座,(6)为储能电池,(7)为回旋臂,(8)为空气耦合雷达传感器,(9)为集中控制箱,(10)为风光互补控制器,(11)远程遥测开关,(12)为GPS模块,(13)为4G数传模块,(14)为雷达控制器,(15)为发射机,(16)为接收机,(17)为冰孔,(18)为河道冰盖,(19)为上拉线螺母,(20)为小口径悬臂钢管,(21)为长螺丝,(22)为大口径悬臂钢管,(23)为套管,(24)为阻滞环,(25)为下拉线螺母,(26)顶部拉线螺母。In the figure, (1) is a lightning arrester, (2) is a wind power generation device, (3) is a triangular steel tower, (4) is a solar power generation device, (5) is a base, (6) is an energy storage battery, and (7) (8) is the air-coupled radar sensor, (9) is the centralized control box, (10) is the wind-solar hybrid controller, (11) is the remote telemetry switch, (12) is the GPS module, and (13) is the 4G data transmission module, (14) is the radar controller, (15) is the transmitter, (16) is the receiver, (17) is the ice hole, (18) is the river ice cover, (19) is the pull-up wire nut, (20) ) is a small diameter cantilever steel pipe, (21) is a long screw, (22) is a large diameter cantilever steel pipe, (23) is a casing, (24) is a blocking ring, (25) is a pull-down wire nut, and (26) top Pull nut.
具体实施方式Detailed ways
下面结合附图1-5,对本发明实施做详细说明。The implementation of the present invention will be described in detail below with reference to the accompanying drawings 1-5.
本发明的一种冰厚、水位一体化监测装置,在具体应用时,实施步骤包括:该装置各组件预制及设备选购、该装置各组件现场安装、应用测试及打孔校准三个步骤。The ice thickness and water level integrated monitoring device of the present invention, in specific application, the implementation steps include: prefabrication of the device components and equipment selection, on-site installation of the components of the device, application testing and drilling calibration.
步骤一:该装置各组件预制或选型。Step 1: The components of the device are prefabricated or selected.
采用组件预制及选型方式制作本发明的冰厚及水位一体化远程监测装置,该装置包含:避雷器(1)、风力发电装置(2)、三角钢塔(3)、太阳能发电装置(4)、安装基座(5)、储能电池(6)、回旋臂(7)、空气耦合雷达传感器(8)(以下简称“雷达”) 、和集成控制箱(9)九个组件。The integrated remote monitoring device for ice thickness and water level of the present invention is made by prefabricating and selecting components. The device includes: a lightning arrester (1), a wind power generation device (2), a triangular steel tower (3), and a solar power generation device (4) , installation base (5), energy storage battery (6), swing arm (7), air-coupled radar sensor (8) (hereinafter referred to as "radar"), and integrated control box (9) nine components.
a) 预制或选购避雷器(1),所预制或选购的避雷器总长度在20cm-40cm,球形,直径10cm,有三短一长避雷杆,三角形底座,便于安装在三角钢塔(3)顶部,安装高度应高于风力发电装置(2)扇叶最高位置0.2m以上。a) Prefabricated or optional arrester (1), the total length of the prefabricated or optional arrester is 20cm-40cm, spherical, 10cm in diameter, with three short and one long lightning rods, triangular base, easy to install on the top of the triangular steel tower (3) , the installation height should be more than 0.2m above the highest position of the fan blade of the wind power generation device (2).
b)选购风力发电装置(2),需要哪种输出功率的风力轮机,可采用公式(一)计算所得。b) When purchasing a wind power generation device (2), which output power wind turbine is required, it can be calculated by formula (1).
c)预制三角钢塔(3),所述三角钢塔由三根钢管和支撑杆构成,钢管直径50mm,横向支撑杆采用螺纹钢筋,直径18mm-25mm,横向支撑杆间距不大于20cm,三角钢塔一端2m范围内不设置横向支撑杆,这一侧埋入基座内,三根钢管构成等边三角形,边长50cm-60cm,三角钢塔顶部靠下部位1m处,焊接一个顶部拉线螺母(26),预留好安装风力发电装置(2)、太阳能发电装置(4)和集成控制箱(9)的孔洞。c) Prefabricated triangular steel tower (3), the triangular steel tower is composed of three steel pipes and support rods, the diameter of the steel pipes is 50mm, the transverse support rods are threaded steel bars, the diameter is 18mm-25mm, the spacing between the transverse support rods is not more than 20cm, the triangular steel tower There is no lateral support rod within 2m of one end, and this side is buried in the base. Three steel pipes form an equilateral triangle with side lengths of 50cm-60cm. Weld a top wire nut (26) at 1m below the top of the triangular steel tower. , and reserve the holes for installing the wind power generation device (2), the solar power generation device (4) and the integrated control box (9).
d)选购太阳能发电装置(4),可采用公式(二)计算所需功率,来选购太阳能电池板尺寸。d) When purchasing a solar power generation device (4), formula (2) can be used to calculate the required power to purchase the size of the solar panel.
e)选购储能电池(6),选用耐低温的硅能电池,可埋于基座内地面下1m,也可安装于集成控制箱(9)内,做保温防护措施。e) Purchase energy storage batteries (6), and use low temperature resistant silicon energy batteries, which can be buried 1m below the ground in the base, or can be installed in the integrated control box (9) for thermal protection measures.
f)预制回旋臂(7),外形类似横T型,长臂分别有一根直径45mm圆钢管(20)与一根是直径50mm圆钢管(22)嵌套构成,长度分别15m,连接处两根钢管每隔5cm打一个8mm孔洞,根据现场需要可调节悬臂长度,采用6mm螺纹长螺丝(21)穿入洞内进行长度调节,回旋臂的一端焊接套管(23),直径55mm,长度15cm,主要用于将回旋臂套入三角钢塔上,起到180度旋转的作用,另外在钢管(20)和钢管(22)的一端上下两侧各焊接一个直径5mm上拉线螺母(19)和下拉线螺母(25)。f) The prefabricated swing arm (7) is similar in shape to a horizontal T shape. The long arms are respectively composed of a round steel pipe (20) with a diameter of 45mm and a round steel pipe (22) with a diameter of 50mm. The lengths are 15m respectively. The steel pipe is punched with 8mm holes every 5cm. The length of the cantilever can be adjusted according to the needs of the site. A 6mm long screw (21) is used to penetrate the hole for length adjustment. It is mainly used to sleeve the swing arm on the triangular steel tower, which can rotate 180 degrees. In addition, a 5mm diameter pull-up wire nut (19) and a pull-down wire nut (19) with a diameter of 5mm are welded on the upper and lower sides of one end of the steel pipe (20) and the steel pipe (22). Wire Nut (25).
步骤二:该装置各组件现场安装。Step 2: The components of the device are installed on site.
a)集成控制箱(9)内各组件安装连接,按照附图2所示连接方式分别安装风光互补控制器(10)、远程遥测开关(11)、GPS模块(12)、4G数传模块(13),并留足与外部设备连接的接线。a) The components in the integrated control box (9) are installed and connected, and the wind-solar hybrid controller (10), the remote telemetry switch (11), the GPS module (12), and the 4G data transmission module ( 13), and leave enough wiring for connecting with external devices.
b)将避雷器(1)、风力发电装置(2)、太阳能发电装置(4)、集成控制箱(9)及回旋臂(7)依附图1所示位置安装于三角钢塔(3)上,其中回旋臂有套管(23)的一端套入三角钢塔的一根钢管内,且套管下侧三角钢塔的钢管上焊接一个阻滞环(24),防止回旋臂下坠,各组件按照附图2所示连线至集中控制箱(9)。b) Install the arrester (1), the wind power generation device (2), the solar power generation device (4), the integrated control box (9) and the swing arm (7) on the triangular steel tower (3) according to the position shown in Figure 1, One end of the swing arm with the casing (23) is sleeved into a steel pipe of the triangular steel tower, and a block ring (24) is welded on the steel pipe of the triangular steel tower on the lower side of the casing to prevent the swing arm from falling. The connection shown in Figure 2 is connected to the centralized control box (9).
c)制作浆砌石基座(5),长宽高1.5m×1.5m×2.5m,其中埋于地面以下部分1m,所选位置应保证回旋臂距离最低水位不大于15m,制作过程中直接将组装好的三角钢塔预先埋入浆砌石基座内,同时在浆砌石基座一侧留一个可放置储能电池(6)的孔洞,基座(5)左右两侧各2.5m内各埋设一根长宽高0.3m×0.3m×1.5m的预制桩,埋于地面1m以下,用于固定回旋臂拉线。c) Make a masonry base (5) with a length, width and height of 1.5m x 1.5m x 2.5m, of which the part is buried 1m below the ground. The assembled triangular steel tower is pre-buried in the masonry base, and at the same time, a hole for placing the energy storage battery (6) is left on one side of the masonry base, and the left and right sides of the base (5) are 2.5m each. A prefabricated pile with a length, width and height of 0.3m × 0.3m × 1.5m is embedded in each, and buried below 1m on the ground to fix the swing arm cable.
d)用钢丝拉线将螺母(19)与螺母(26)连接起来,螺母(25)每个螺母上再连接2根拉线。d) Connect the nut (19) and the nut (26) with a steel wire, and connect two more wires to each nut of the nut (25).
e)三角钢塔固定好后,将回旋臂拉向地面一侧,然后将空气耦合雷达传感器(8)用3个U型螺丝固定到回旋臂远离地面那端,同时连线至集中控制箱(9)。e) After the triangular steel tower is fixed, pull the swing arm to the ground side, then fix the air-coupled radar sensor (8) to the end of the swing arm away from the ground with 3 U-shaped screws, and connect it to the centralized control box ( 9).
步骤三:应用测试及打孔校准。Step 3: Application test and punch calibration.
a)检查各连接线连接是否正确,若正确,通电检查各组件是否正常运行。a) Check whether the connection cables are connected correctly, if so, power on to check whether the components are running normally.
b)在雷达(8)中心位置用系一小铅锤,长度能使该铅锤到达冰盖上表面,回旋臂旋转至河道内冰盖(18)上空,远程计算机通过4G数传模块(13)向雷达控制器发送相关参数(常规冰的相对介电常数ε1、采样点数、采样频率、累加次数、采集间隔时间等),雷达图谱回传至远程计算机内,根据雷达图谱记录的雷达波在空气中时间t 和在冰盖中时间∆t,计算机利用公式(三)和公式(四)计算雷达至冰盖上表面的距离h和冰盖厚度∆h,根据附近高程基准点确定雷达(8)底部高程H0,再利用公式(五)和(六)计算冰盖上表面或自由水面高程H1和冰盖下表面高程H2;b) Use a small plumb bob at the center of the radar (8), the length can enable the plumb bob to reach the upper surface of the ice sheet, and the swing arm rotates to the top of the ice sheet (18) in the river channel, and the remote computer passes the 4G data transmission module (13). ) sends relevant parameters (relative permittivity ε 1 of conventional ice, number of sampling points, sampling frequency, accumulation times, collection interval, etc.) to the radar controller, and the radar map is sent back to the remote computer, and the radar wave recorded according to the radar map At the time t in the air and the time Δt in the ice sheet, the computer uses the formula (3) and formula (4) to calculate the distance h from the radar to the upper surface of the ice sheet and the thickness Δh of the ice sheet, and determine the radar ( 8) Bottom elevation H 0 , and then use formulas (5) and (6) to calculate the upper surface or free water surface elevation H1 of the ice sheet and the lower surface elevation H2 of the ice sheet;
公式(三): Formula (3):
公式(四): Formula (4):
公式(五): Formula (5):
公式(六): Formula (6):
式中:h为雷达至冰盖上表面的距离(cm);t1为雷达波在空气中传播双程时间(ns);Δh为冰盖厚度(cm);C为雷达波在空气中传播速度(cm/ns);ε为冰的相对介电常数;Δ为雷达波在冰盖中双程时间(ns);H0为雷达(8)顶部高程(m);H1为冰盖上表面高程或自由水面高程(m);H2为冰盖下表面高程(m)。where h is the distance from the radar to the upper surface of the ice sheet (cm); t 1 is the two-way time of radar wave propagation in the air (ns); Δh is the thickness of the ice sheet (cm); C is the radar wave propagation in the air Velocity (cm/ns); ε is the relative permittivity of ice; Δ is the two-way time of the radar wave in the ice sheet (ns); H 0 is the elevation of the top of the radar (8) (m); H 1 is on the ice sheet Surface elevation or free water surface elevation (m); H2 is the lower surface elevation of the ice sheet (m).
c)利用铅锤测量雷达至冰盖上表面距离h,与雷达数据对比,根据对比结果,及时修正雷达波在空气中传播速度C。c) Use a plumb bob to measure the distance h from the radar to the upper surface of the ice sheet, compare it with the radar data, and correct the propagation speed C of the radar wave in the air in time according to the comparison result.
d)打孔校准,在空气耦合雷达(8)正下方及两侧,用钻冰机各打一个直径15cm的冰孔(17),用冰尺测量三个冰孔的冰盖厚度,取平均值,根据实测冰盖厚度利用公式(四)反推监测点处冰的相对介电常数ε2,替换ε1。d) Drilling calibration, use an ice drill to drill an ice hole (17) with a diameter of 15 cm directly under and on both sides of the air-coupled radar (8), measure the thickness of the ice sheet of the three ice holes with an ice ruler, and take the average According to the measured ice sheet thickness, the relative permittivity ε 2 of the ice at the monitoring point is inversely derived by formula (4), and ε 1 is replaced.
e)设备及数据一切正常后,将连接螺母(25)的拉线固定至基座(5)两侧埋设的预制桩上。e) After the equipment and data are all normal, fix the pull wire of the connecting nut (25) to the prefabricated piles embedded on both sides of the base (5).
Claims (3)
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201910177810.7A CN109883479A (en) | 2019-03-10 | 2019-03-10 | A fixed-point suspended ice thickness and water level integrated continuous monitoring device |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201910177810.7A CN109883479A (en) | 2019-03-10 | 2019-03-10 | A fixed-point suspended ice thickness and water level integrated continuous monitoring device |
Publications (1)
Publication Number | Publication Date |
---|---|
CN109883479A true CN109883479A (en) | 2019-06-14 |
Family
ID=66931497
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN201910177810.7A Pending CN109883479A (en) | 2019-03-10 | 2019-03-10 | A fixed-point suspended ice thickness and water level integrated continuous monitoring device |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN109883479A (en) |
Cited By (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN110146551A (en) * | 2019-06-20 | 2019-08-20 | 中国水利水电科学研究院 | An emergency calibration device and method for the dielectric constant of ice-plugged ice dams and subglacial water bodies |
CN110187076A (en) * | 2019-06-20 | 2019-08-30 | 中国水利水电科学研究院 | A kind of laboratory ice berg ice dam radar surveying experimental rig and method |
CN110595418A (en) * | 2019-07-29 | 2019-12-20 | 中国电建集团中南勘测设计研究院有限公司 | Pumped storage power station ice condition monitoring method and system |
CN114485578A (en) * | 2022-01-17 | 2022-05-13 | 青岛黄海学院 | Marine ecology monitoring device and working method thereof |
CN114925424A (en) * | 2022-05-16 | 2022-08-19 | 浙江博宏工程管理咨询有限公司 | Engineering cost progress management control method and system |
Citations (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN103862446A (en) * | 2012-12-11 | 2014-06-18 | 湖北欧本钢结构有限责任公司 | Cantilever rotation support |
CN108680231A (en) * | 2018-04-11 | 2018-10-19 | 中国电建集团成都勘测设计研究院有限公司 | Rotatable folded indicator water gage mounting support structure |
CN209961260U (en) * | 2019-03-10 | 2020-01-17 | 黄河水利委员会黄河水利科学研究院 | A fixed-point suspended ice thickness and water level integrated continuous monitoring device |
-
2019
- 2019-03-10 CN CN201910177810.7A patent/CN109883479A/en active Pending
Patent Citations (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN103862446A (en) * | 2012-12-11 | 2014-06-18 | 湖北欧本钢结构有限责任公司 | Cantilever rotation support |
CN108680231A (en) * | 2018-04-11 | 2018-10-19 | 中国电建集团成都勘测设计研究院有限公司 | Rotatable folded indicator water gage mounting support structure |
CN209961260U (en) * | 2019-03-10 | 2020-01-17 | 黄河水利委员会黄河水利科学研究院 | A fixed-point suspended ice thickness and water level integrated continuous monitoring device |
Non-Patent Citations (2)
Title |
---|
刘之平; 付辉; 郭新蕾; 王涛; 崔海涛: "冰水情一体化双频雷达测量系统", 《水利学报》, pages 1341 - 1347 * |
张宝森,李春江,崔海涛,陈洁: "非接触式冰厚和水位一体化远程监测装置研发", 《人民黄河》 * |
Cited By (7)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN110146551A (en) * | 2019-06-20 | 2019-08-20 | 中国水利水电科学研究院 | An emergency calibration device and method for the dielectric constant of ice-plugged ice dams and subglacial water bodies |
CN110187076A (en) * | 2019-06-20 | 2019-08-30 | 中国水利水电科学研究院 | A kind of laboratory ice berg ice dam radar surveying experimental rig and method |
US10969374B2 (en) | 2019-06-20 | 2021-04-06 | China Institute Of Water Resources And Hydropower Research | Device and method for laboratory ice jam and ice dam radar measurement tests |
CN110595418A (en) * | 2019-07-29 | 2019-12-20 | 中国电建集团中南勘测设计研究院有限公司 | Pumped storage power station ice condition monitoring method and system |
CN114485578A (en) * | 2022-01-17 | 2022-05-13 | 青岛黄海学院 | Marine ecology monitoring device and working method thereof |
CN114925424A (en) * | 2022-05-16 | 2022-08-19 | 浙江博宏工程管理咨询有限公司 | Engineering cost progress management control method and system |
CN114925424B (en) * | 2022-05-16 | 2022-12-09 | 浙江博宏工程管理咨询有限公司 | Engineering cost progress management control method and system |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN109883479A (en) | A fixed-point suspended ice thickness and water level integrated continuous monitoring device | |
CN104833328B (en) | A flexible intelligent oblique measuring rope | |
CN107340019B (en) | A kind of water and soil conservation on-Line Monitor Device and monitoring method | |
CN211787441U (en) | Collapsible loess high-order landslide safety monitoring system based on alpine mountain area | |
CN103954790A (en) | Remote radar wave digitized flow measurement system | |
CN209639759U (en) | A comprehensive monitoring system for stress and strain inside a downstream tailings dam dam | |
CN204457878U (en) | Without cable, the landslide disaster monitor and early warning system that can work alone for a long time | |
CN108877177A (en) | A kind of fixed wireless inclination monitoring early warning system | |
CN109916449A (en) | An integrated continuous monitoring method for fixed-point ice thickness and water level | |
CN113503852B (en) | A continuous automatic monitoring device for surface deformation in permafrost regions | |
CN103727983A (en) | Wireless hydrologic monitoring device for nuclear power plant | |
CN203799030U (en) | Multichannel remote surface flux collector of crop canopies | |
CN108492531B (en) | Disaster early warning system and installation method based on wireless sensor network | |
CN202706066U (en) | An online monitoring system for a high-altitude tundra power transmission line iron tower base | |
CN204731940U (en) | A kind of side slope telemetry system based on 433 wireless sensor networks | |
CN209961260U (en) | A fixed-point suspended ice thickness and water level integrated continuous monitoring device | |
CN214666983U (en) | Beach erosion real-time monitoring system | |
CN211954238U (en) | A new type of island environment comprehensive monitoring station | |
CN201819686U (en) | Hydrology monitoring device | |
TWI388807B (en) | Measurement System and Method of Unit - type Sand Concentration and Flow Rate Ultrasonic Measurement | |
CN209117116U (en) | A kind of groundwater level monitoring device | |
CN209821371U (en) | Mobile single-probe radar wave flow measuring device | |
CN204594446U (en) | A kind of flexible intelligent deviational survey rope | |
CN218729330U (en) | Mountain torrent calamity detects early warning equipment | |
CN203116728U (en) | Online monitoring device for inclination of transmission tower |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
PB01 | Publication | ||
PB01 | Publication | ||
SE01 | Entry into force of request for substantive examination | ||
SE01 | Entry into force of request for substantive examination | ||
WD01 | Invention patent application deemed withdrawn after publication | ||
WD01 | Invention patent application deemed withdrawn after publication |
Application publication date: 20190614 |