CN111551216B - Plain channel flow measurement equipment and method - Google Patents
Plain channel flow measurement equipment and method Download PDFInfo
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- G01F1/663—Measuring the volume flow or mass flow of fluid or fluent solid material wherein the fluid passes through a meter in a continuous flow by measuring frequency, phase shift or propagation time of electromagnetic or other waves, e.g. using ultrasonic flowmeters by measuring Doppler frequency shift
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Abstract
本发明实施例公开了一种平原渠道测流设备及方法,安装在渠道上,包括:监测设备和信息化智能平台;所述监测设备包括:雷达测流主站;上游水位站,所述上游水位站设置在所述雷达测流主站的上游;下游水位站,所述下游水位站设置在所述雷达测流主站的下游;所述信息化智能平台分别与所述雷达测流主站、上游水位站、下游水位站通讯连接,所述信息化智能平台用于采集所述雷达测流主站、上游水位站以及下游水位站监测到的数据并计算流量。本发明实施例具有当雷达测流进入盲区时,根据水位差计算流量,弥补雷达测流的缺陷的特点。
The embodiment of the present invention discloses a plain channel flow measurement equipment and method, installed on the channel, including: monitoring equipment and information intelligent platform; the monitoring equipment includes: radar flow measurement main station; upstream water level station, the upstream The water level station is arranged upstream of the radar current measuring main station; the downstream water level station is arranged downstream of the radar current measuring main station; the information intelligent platform is connected with the radar current measuring main station respectively , the upstream water level station, and the downstream water level station are connected by communication, and the information-based intelligent platform is used to collect the data monitored by the radar current measurement master station, the upstream water level station and the downstream water level station and calculate the flow. The embodiment of the present invention has the characteristics of calculating the flow rate according to the water level difference when the radar flow measurement enters the blind area, so as to make up for the defect of the radar flow measurement.
Description
技术领域technical field
本发明实施例涉及水资源工程技术领域,具体涉及一种平原渠道测流设备及方法。The embodiments of the present invention relate to the technical field of water resources engineering, and in particular to a device and method for measuring flow in plain channels.
背景技术Background technique
平原沟渠测流是在沟渠首部设置测流装置对过水量进行监测。平原区沟渠坡降很缓,一般不能满足修建量水建筑物的条件,只能靠流速和水位的监测计算过水量。限于投资的因素,在比较小的支渠,流量的远程自动监测站多利用雷达探头进行流速、水位测定,是比较好的解决方案,非接触测量可避免水中杂物和淤积的干扰,且具有投资少和无需值守的优点。但雷达流速探头的启动流速较大(0.22m/s),当流速小于启动流速,监测的流量为“零”,导致在流速缓慢时流量计算出现盲区,是这种雷达测流方法的缺陷。由于平原渠道,尤其是较小的支渠,兼有蓄水和输水的功能,流速缓慢的情况也会在水深的时候出现,如不能计算流量造成的误差会更大。Flow measurement in plain ditches is to install a flow measurement device at the head of the ditch to monitor the flow of water. The slope of the ditches in the plain area is very slow, which generally cannot meet the conditions for building water-measuring structures, and the flow rate and water level monitoring can only be used to calculate the flow rate. Limited to investment factors, in relatively small branch canals, the remote automatic monitoring station of the flow usually uses radar probes to measure the flow velocity and water level, which is a better solution. Non-contact measurement can avoid the interference of debris and silt in the water, and has investment Advantages of being less and unattended. However, the starting flow velocity of the radar flow rate probe is relatively large (0.22m/s). When the flow velocity is lower than the starting flow velocity, the monitored flow rate is "zero", resulting in a blind area in flow calculation when the flow velocity is slow. This is the defect of this radar flow measurement method. Since the plain channels, especially the smaller branch channels, have both the functions of water storage and water delivery, the slow flow will also occur when the water is deep. If the flow cannot be calculated, the error will be even greater.
发明内容Contents of the invention
本发明提到的SPSS(Statistical Product and Service Solutions),为"统计产品与服务解决方案"软件。SPSS (Statistical Product and Service Solutions) mentioned in the present invention is "statistical product and service solution" software.
为此,本发明实施例提供一种平原渠道测流设备及方法,以解决现有技术中由于雷达测流技术在流速缓慢时出现的的测流盲区问题。For this reason, the embodiments of the present invention provide a device and method for measuring flow in plain channels to solve the problem of flow measurement blind spots in the prior art due to radar flow measurement technology when the flow velocity is slow.
为了实现上述目的,本发明实施例提供如下技术方案:In order to achieve the above purpose, embodiments of the present invention provide the following technical solutions:
根据本发明实施例的第一方面,提供一种平原渠道测流设备,安装在渠道上,包括:监测设备和信息化智能平台;所述监测设备包括:According to the first aspect of the embodiments of the present invention, there is provided a plain channel flow measurement equipment installed on the channel, including: monitoring equipment and an intelligent information platform; the monitoring equipment includes:
雷达测流主站;Radar current measurement master station;
上游水位站,所述上游水位站设置在所述雷达测流主站的上游;an upstream water level station, the upstream water level station is arranged upstream of the radar current measuring main station;
下游水位站,所述下游水位站设置在所述雷达测流主站的下游;a downstream water level station, the downstream water level station is set downstream of the main radar current measuring station;
所述信息化智能平台分别与所述雷达测流主站、上游水位站、下游水位站通讯连接,所述信息化智能平台用于采集所述雷达测流主站、上游水位站以及下游水位站监测到的数据并计算流量。The information intelligent platform is respectively connected with the radar current measuring main station, the upstream water level station, and the downstream water level station, and the information intelligent platform is used to collect the radar flow measuring main station, the upstream water level station and the downstream water level station Monitored data and calculate flow.
可选的,所述上游水位站设有依次连接的第一压力式水位探头、第一电缆管、第二采集与传输设备。Optionally, the upstream water level station is provided with a first pressure water level probe, a first cable pipe, and a second collection and transmission device connected in sequence.
可选的,所述雷达测流主站设有依次连接的雷达探头、第二电缆管、第一采集与传输设备。Optionally, the radar flow measurement master station is provided with a radar probe, a second cable pipe, and a first collection and transmission device connected in sequence.
可选的,所述信息化智能平台包括自动采集与上传模块、物联网数据库以及智能算法模块,所述物联网数据库分别与所述自动采集与上传模块和智能算法模块通讯连接,所述自动采集与上传模块分别与所述第一采集与传输设备、第二采集与传输设备通讯连接。Optionally, the information-based intelligent platform includes an automatic collection and upload module, an Internet of Things database, and an intelligent algorithm module, and the Internet of Things database is respectively connected to the automatic collection and upload module and the intelligent algorithm module by communication. and the uploading module are connected in communication with the first collection and transmission device and the second collection and transmission device respectively.
可选的,所述自动采集与上传模块包括采集设备、物联网协议以及平台数据库,所述采集设备通过所述物联网协议将采集的监测数据传输至所述平台数据库。Optionally, the automatic collection and upload module includes a collection device, an Internet of Things protocol, and a platform database, and the collection device transmits the collected monitoring data to the platform database through the Internet of Things protocol.
可选的,所述智能算法模块包括跟踪学习单元、历史数据分析单元以及数据处理单元。Optionally, the intelligent algorithm module includes a tracking learning unit, a historical data analysis unit and a data processing unit.
可选的,所述上游水位站与下游水位站之间的距离大于300m。Optionally, the distance between the upstream water level station and the downstream water level station is greater than 300m.
可选的,所述雷达探头与水面的距离大于等于2m。Optionally, the distance between the radar probe and the water surface is greater than or equal to 2m.
可选的,所述雷达探头包括雷达多普勒流速探头和雷达水位探头,所述雷达探头包括多普勒流速探头和雷达水位探头。Optionally, the radar probe includes a radar Doppler velocity probe and a radar water level probe, and the radar probe includes a Doppler velocity probe and a radar water level probe.
根据本发明实施例的第二方面,提供一种使用上述的平原渠道的测流设备的测流方法,包括如下步骤:According to the second aspect of the embodiments of the present invention, there is provided a flow measurement method using the above-mentioned flow measurement equipment in plain channels, including the following steps:
a.当渠道内的水流为正常流速时,采用雷达多普勒流速探头和雷达水位探头分别监测流速和水位;第二采集与传输设备采集监测到的流速和水位并传输至自动采集与上传模块,自动采集与上传模块采集监测到的流速和水位并上传至物联网数据库,智能算法模块通过物联网数据库的数据计算出流量Q1;a. When the water flow in the channel is at a normal flow rate, the radar Doppler flow rate probe and the radar water level probe are used to monitor the flow rate and water level respectively; the second acquisition and transmission device collects the monitored flow rate and water level and transmits them to the automatic acquisition and upload module , the automatic collection and upload module collects the monitored flow velocity and water level and uploads them to the Internet of Things database, and the intelligent algorithm module calculates the flow Q1 through the data of the Internet of Things database;
按条件C=0引入SPSS拟合模块得出a、b;by condition C=0 introduces the SPSS fitting module to obtain a and b;
其中,Q1i为由雷达测站的流速和水位计算得出的流量;Xi为上下游水位差;a、b为回归参数;c为常数;Among them, Q1 i is the flow rate calculated from the velocity and water level of the radar station; Xi is the water level difference between upstream and downstream; a and b are regression parameters; c is a constant;
同时通过第一压力式水位探头和第二压力式水位探头监测上、下游的水位;第一采集与传输设备采集监测到的流速和水位并传输至自动采集与上传模块,自动采集与上传模块采集监测到的流速和水位并上传至物联网数据库;At the same time, the upstream and downstream water levels are monitored through the first pressure-type water level probe and the second pressure-type water level probe; the first collection and transmission device collects the monitored flow rate and water level and transmits them to the automatic collection and upload module, and the automatic collection and upload module collects The monitored flow rate and water level are uploaded to the IoT database;
b.每30分钟重复一次a步骤,渠道内的水流逐渐减小至启动流速,得到多组“流量-水位差”数据;智能算法模块跟踪数据变化实时进行回归分析,实时更新“流量-水位差”函数关系的参数;b. Repeat step a every 30 minutes, the water flow in the channel gradually decreases to the starting flow rate, and multiple sets of "flow-water level difference" data are obtained; the intelligent algorithm module tracks the data changes and performs regression analysis in real time, and updates the "flow-water level difference" in real time ” The parameters of the functional relationship;
c.在雷达测速的盲区,根据上、下游水位站监测到的水位差以及当前水深,智能算法模块通过物联网数据库的数据,采用“流量-水位差”函数关系计算流量Q2;c. In the blind area of radar speed measurement, according to the water level difference monitored by the upstream and downstream water level stations and the current water depth, the intelligent algorithm module calculates the flow Q2 using the "flow-water level difference" function relationship through the data of the Internet of Things database;
Q2=aX2+bX+cQ2= aX2 +bX+c
其中,Q2为雷达测流盲区时根据水位差计算的流量。Among them, Q2 is the flow calculated according to the water level difference in the blind area of radar flow measurement.
本发明实施例具有如下优点:Embodiments of the present invention have the following advantages:
本发明实施例结构简单、成本低、设计思路新颖,能够弥补雷达测流的盲区,从而提高测流精度,有利于在平原渠道的流量远程自动监测中推广应用。雷达测流存在盲区,导致在低流速情况下测流误差较大。本发明实施例提出在水流断面的上、下游增加水位站测定上下游水位的方法来计算低流速时的过流量,弥补了雷达测流的缺陷,在低成本前提下提高了测流的精度。本发明实施例的智能算法模块依靠雷达测流主站“实时自动”拟合回归参数,特点是每次雷达测流进入盲区时都是用最新的标定的“水位差-流量”关系进行计算,结果准确。The embodiment of the present invention has simple structure, low cost and novel design idea, can make up for the blind area of radar flow measurement, thereby improving the accuracy of flow measurement, and is conducive to popularization and application in remote automatic monitoring of flow in plain channels. There is a blind area in radar flow measurement, which leads to a large error in flow measurement at low flow rates. The embodiment of the present invention proposes a method of adding water level stations upstream and downstream of the water flow section to measure the upstream and downstream water levels to calculate the flow rate at low flow rates, which makes up for the defects of radar flow measurement and improves the accuracy of flow measurement under the premise of low cost. The intelligent algorithm module of the embodiment of the present invention relies on the "real-time automatic" fitting of the regression parameters by the radar flow measurement master station, and is characterized in that every time the radar flow measurement enters the blind zone, the latest calibrated "water level difference-flow" relationship is used for calculation. The result is accurate.
附图说明Description of drawings
为了更清楚地说明本发明的实施方式或现有技术中的技术方案,下面将对实施方式或现有技术描述中所需要使用的附图作简单地介绍。显而易见地,下面描述中的附图仅仅是示例性的,对于本领域普通技术人员来讲,在不付出创造性劳动的前提下,还可以根据提供的附图引伸获得其它的实施附图。In order to more clearly illustrate the embodiments of the present invention or the technical solutions in the prior art, the following will briefly introduce the accompanying drawings that are required in the description of the embodiments or the prior art. Apparently, the drawings in the following description are only exemplary, and those skilled in the art can also obtain other implementation drawings according to the provided drawings without creative work.
本说明书所绘示的结构、比例、大小等,均仅用以配合说明书所揭示的内容,以供熟悉此技术的人士了解与阅读,并非用以限定本发明可实施的限定条件,故不具技术上的实质意义,任何结构的修饰、比例关系的改变或大小的调整,在不影响本发明所能产生的功效及所能达成的目的下,均应仍落在本发明所揭示的技术内容能涵盖的范围内。The structures, proportions, sizes, etc. shown in this manual are only used to cooperate with the content disclosed in the manual, so that people familiar with this technology can understand and read, and are not used to limit the conditions for the implementation of the present invention, so there is no technical In the substantive meaning above, any modification of structure, change of proportional relationship or adjustment of size should still fall within the scope of the technical contents disclosed in the present invention without affecting the effects and goals that can be achieved by the present invention. within the scope covered.
图1为本发明实施例提供的一种平原渠道测流设备布局示意图;Fig. 1 is a schematic layout diagram of a plain channel flow measurement device provided by an embodiment of the present invention;
图2为本发明实施例提供的一种平原渠道测流设备的信息化智能平台构成示意图;Fig. 2 is a schematic diagram of the composition of an informationized intelligent platform of a plain channel flow measurement device provided by an embodiment of the present invention;
图3为本发明实施例提供的一种平原渠道测流设备的雷达测流主站示意图;3 is a schematic diagram of a radar flow measurement master station of a plain channel flow measurement device provided by an embodiment of the present invention;
图4为本发明实施例提供的一种平原渠道测流设备的水位站示意图;4 is a schematic diagram of a water level station of a plain channel flow measuring device provided by an embodiment of the present invention;
图5为本发明实施例提供的一种平原渠道测流设备的智能算法模块各功能单元及相互关系示意图;Fig. 5 is a schematic diagram of each functional unit and mutual relationship of an intelligent algorithm module of a plain channel flow measurement device provided by an embodiment of the present invention;
图6为本发明实施例提供的一种平原渠道测流设备的上下游水位高程差与流量关系回归曲线示意图;Fig. 6 is a schematic diagram of the regression curve of the relationship between the upstream and downstream water level elevation difference and flow rate of a kind of plain channel flow measuring equipment provided by the embodiment of the present invention;
图7为本发明实施例提供的一种平原渠道测流设备的雷达测站的水深及上下游水位差随时间变化的过程示意图;Fig. 7 is a schematic diagram of the process of water depth and upstream and downstream water head changes over time of a radar station of a plain channel flow measurement device provided by an embodiment of the present invention;
图8为本发明实施例提供的一种平原渠道测流设备的有雷达实测数据的水位差-流量数据处理过程示意图;8 is a schematic diagram of a water level difference-flow data processing process with radar actual measurement data of a plain channel flow measurement device provided by an embodiment of the present invention;
图9为本发明实施例提供的一种平原渠道测流设备的小水位差情况下(雷达测流处于盲区,无雷达实测数据)的水位差-流量数据处理过程示意图;Fig. 9 is a schematic diagram of the water level-flow data processing process in the case of a small water level difference (the radar flow measurement is in the blind area and there is no radar measured data) of a plain channel flow measurement device provided by the embodiment of the present invention;
图中:1-上游水位站;11-第一电缆管;12-第二采集与传输设备;13-砂石过滤槽;14-第一压力式水位探头;2-雷达测流主站;21-雷达探头;211-雷达多普勒流速探头;212-雷达水位探头;22-第一采集与传输设备;3-下游水位站;4-水面;5-渠道;6-信息化智能平台;61-自动采集与上传模块;62-物联网数据库;63-智能算法模块;631-跟踪学习单元;632-历史数据分析单元;633-数据处理单元;7-水流断面。In the figure: 1-upstream water level station; 11-first cable pipe; 12-second collection and transmission equipment; 13-sand filter tank; 14-first pressure water level probe; 2-radar flow measurement master station; 21 -radar probe; 211-radar Doppler velocity probe; 212-radar water level probe; 22-first collection and transmission equipment; 3-downstream water level station; 4-water surface; 5-channel; 6-information intelligent platform; 61 -Automatic collection and upload module; 62-Internet of things database; 63-intelligent algorithm module; 631-tracking learning unit; 632-historical data analysis unit; 633-data processing unit; 7-water flow section.
具体实施方式Detailed ways
以下由特定的具体实施例说明本发明的实施方式,熟悉此技术的人士可由本说明书所揭露的内容轻易地了解本发明的其他优点及功效,显然,所描述的实施例是本发明一部分实施例,而不是全部的实施例。基于本发明中的实施例,本领域普通技术人员在没有做出创造性劳动前提下所获得的所有其他实施例,都属于本发明保护的范围。The implementation mode of the present invention is illustrated by specific specific examples below, and those who are familiar with this technology can easily understand other advantages and effects of the present invention from the contents disclosed in this description. Obviously, the described embodiments are a part of the present invention. , but not all examples. Based on the embodiments of the present invention, all other embodiments obtained by persons of ordinary skill in the art without making creative efforts belong to the protection scope of the present invention.
如图1至图9所示,本发明实施例提供一种平原渠道测流设备,安装在渠道5的侧壁上,包括:监测设备和智能化信息平台;监测设备包括:As shown in Figures 1 to 9, an embodiment of the present invention provides a plain channel flow measurement device installed on the side wall of the
雷达测流主站2;Radar flow
上游水位站1,上游水位站1设置在雷达测流主站2的上游;Upstream
下游水位站3,下游水位站3设置在雷达测流主站2的下游;Downstream
信息化智能平台6分别与雷达测流主站2、上游水位站1、下游水位站3通讯连接,信息化智能平台6用于采集雷达测流主站2、上游水位站1以及下游水位站3监测到的数据并计算流量。The informatization
本发明结构简单、成本低、设计思路新颖,能够提高雷达测流的测量精度,有利于在平原渠道的流量远程自动监测中推广应用。平原渠道雷达测流存在盲区,导致在低流速情况下测流误差较大。例如,当流速为0.15m/s、过水流断面7为1m2时,每天过水量约为7000m3,单靠雷达测流,这个流量是测不到的。针对这个问题,本发明提出在水流断面7的上、下游增加水位站测定上下游水位的方法来计算低流速时的过流量,弥补了雷达测流的缺陷,在低成本前提下提高了测流的准确度。The invention has the advantages of simple structure, low cost and novel design ideas, can improve the measurement accuracy of radar flow measurement, and is beneficial to popularization and application in remote automatic monitoring of flow in plain channels. There is a blind area in plain channel radar flow measurement, which leads to large error in flow measurement at low flow velocity. For example, when the flow velocity is 0.15m/s and the
而单靠上下游水位差来计算流量,虽然理论上存在关系,但有很大的局限性,“水位差-流量”关系不稳定,数据离散性很大。本发明的智能算法模块63依靠雷达测流主站2“实时自动”拟合回归参数,特点是每次雷达测流进入盲区时都是用最新的标定的“水位差-流量”关系进行计算,结果准确。However, the calculation of flow rate based on the difference between upstream and downstream water levels has a theoretical relationship, but it has great limitations. The relationship between "water level difference and flow rate" is unstable, and the data is very discrete. The
作为本发明可选的一个实施例,如图3所示,雷达测流主站2设有雷达探头21,雷达探头21尽量靠近水面4,高于最高水位2m即可,有利于获得较好的雷达多普勒信号;横断面上看,探头应该尽量接近中心位置,确保获得最大表面流速。As an optional embodiment of the present invention, as shown in Figure 3, the radar flow
作为本发明可选的一个实施例,如图3所示,雷达探头21包括雷达多普勒流速探头211和雷达水位探头212,雷达探头21包括多普勒流速探头211和雷达水位探头212,可探测水面4流速和水位用于流量的计算;通过第一采集与传输设备22完成自动采集和上报。As an optional embodiment of the present invention, as shown in FIG. 3 , the
作为本发明可选的一个实施例,如图4所示,上游水位站1设有依次连接的第一压力式水位探头14、第一电缆管、第二采集与传输设备12;雷达测流主站2设有依次连接的雷达探头21、第二电缆管、第一采集与传输设备22;第一压力式水位探头14、第二压力式水位探头用于感知水深,并通过采集与传输设备12完成自动采集与上报,同步上报至信息化智能平台6的自动采集与上传模块61。第一压力式水位探头14、第二压力式水位探头埋设在渠道5边坡地面以下,不受水位冲刷和杂物堵塞的干扰;第一压力式水位探头14、第二压力式水位探头应低于渠底50cm,确保对最低水位的监测;沿渠道5边坡自第一压力式水位探头14、第二压力式水位探头向上有不小于100cm的砂石过滤槽13,砂石过滤槽13截面为40*50cm,砂石过滤槽13的槽内填充砂石,透水性良好并有过滤作用,以确保对水位的感应;上、下游水位站用水准测量确定相对高程。As an optional embodiment of the present invention, as shown in Figure 4, the upstream
作为本发明可选的一个实施例,如图2所示,信息化智能平台6包括自动采集与上传模块61、物联网数据库62以及智能算法模块63,物联网数据库62分别与自动采集与上传模块61和智能算法模块63通讯连接,自动采集与上传模块61分别与第一采集与传输设备22、第二采集与传输设备12通讯连接。As an optional embodiment of the present invention, as shown in Figure 2, the
作为本发明可选的一个实施例,自动采集与上传模块61包括采集设备、物联网协议以及平台数据库,采集设备远程对上游水位站1、下游水位站3以及雷达测流主站2监测到的数据进行同步采集,通过物联网协议传输至平台数据库。As an optional embodiment of the present invention, the automatic collection and upload
作为本发明可选的一个实施例,物联网数据库62用于监测数据的存储和访问服务,可被信息化智能平台6调用。As an optional embodiment of the present invention, the Internet of
作为本发明可选的一个实施例,如图4和图5所示,智能算法模块63包括跟踪学习单元631、历史数据分析单元632以及数据处理单元633;跟踪学习单元631是智能算法模块63的核心,实时跟踪雷达测流和上下游水位数据,自动学习功能可以根据实测数据实时计算得出“流量-水位差”的相关性参数。历史数据分析单元632的作用是对历史监测数据分析,确定不同水位情况下“流量-水位差”的定性关系。跟踪学习单元631通过对监测数据的跟踪,生成“流量-水位差”函数关系的参数。数据处理单元633根据当前雷达测流的状态和当前水深,选择不同的计算方法计算流量。As an optional embodiment of the present invention, as shown in Figure 4 and Figure 5, the
作为本发明可选的一个实施例,如图1所示,上游水位站1与下游水位站3之间不能有泵站取水设施,可以有渠道5分叉,上游水位站1与下游水位站3之间的距离大于300m。As an optional embodiment of the present invention, as shown in Figure 1, there can be no pumping station water intake facilities between the upstream
如图1至图5所示,本发明实施例还提供一种使用上述的平原渠道的测流设备的测流方法,包括如下步骤:As shown in Figures 1 to 5, an embodiment of the present invention also provides a flow measurement method using the above-mentioned flow measurement equipment in plain channels, including the following steps:
a.当渠道内的水流为正常流速时,采用雷达多普勒流速探头211和雷达水位探头212分别监测流速和水位;第二采集与传输设备12采集监测到的流速和水位并传输至自动采集与上传模块61,自动采集与上传模块61采集监测到的流速和水位并上传至物联网数据库62,智能算法模块63通过物联网数据库62的数据计算出流量Q1;具体地:跟踪学习单元631实时跟踪雷达测流和上下游水位数据,自动学习功能根据实测数据实时计算得出“流量-水位差”的相关性参数。历史数据分析单元632确定不同水位情况下“流量-水位差”的定性关系。跟踪学习单元631通过对监测数据的跟踪,生成“流量-水位差”函数关系的参数。数据处理单元633根据当前雷达测流的状态和当前水深,进行状态识别,根据是否大于启动流速、深水、浅水、MR标记等不同状态,选择不同的计算方法计算流量;a. When the water flow in the channel is at a normal flow rate, the radar Doppler
按条件C=0引入SPSS拟合模块得出a、b;拟合条件的数据阵列随雷达测流数据不断更新,数据“0,0”代表水位差为零时流量也为零。回归参数a、b随雷达数据的更新而跟踪变化。by condition C=0 is introduced into the SPSS fitting module to obtain a and b; the data array of the fitting condition is constantly updated with the radar current measurement data, and the data "0,0" means that the flow rate is also zero when the water level difference is zero. The regression parameters a and b track and change with the update of radar data.
其中,Q1i,单位m3/s,为由雷达测站的流速和水位计算得出的流量;Xi=L1i-L2i,单位cm,L1i、L2i分别为上、下游水位站3测得的水位高程;Among them, Q1 i , unit m 3 /s, is the flow calculated from the velocity and water level of the radar station; X i = L1 i -L2 i , unit cm, L1 i , L2 i are the upstream and downstream water level stations respectively 3 The measured water level elevation;
为上下游水位差;a、b为回归参数;c为常数;is the water level difference between upstream and downstream; a, b are regression parameters; c is a constant;
同时通过第一压力式水位探头14和第二压力式水位探头监测上、下游的水位;第一采集与传输设备22采集监测到的流速和水位并传输至自动采集与上传模块61,自动采集与上传模块61采集监测到的流速和水位并上传至物联网数据库62;Simultaneously by the first pressure type
b.每30分钟重复一次a步骤,渠道内的水流逐渐减小至启动流速,得到多组“流量-水位差”数据;智能算法模块63跟踪数据变化实时进行回归分析,实时更新“流量-水位差”函数关系的参数;b. Repeat step a every 30 minutes, the water flow in the channel gradually decreases to the starting flow rate, and multiple sets of "flow-water level difference" data are obtained; the
c.在雷达测速的盲区,根据上、下游水位站监测到的水位差以及当前水深,智能算法模块63通过物联网数据库62的数据,采用“流量-水位差”函数关系计算流量Q2;c. In the blind area of the radar speed measurement, according to the water level difference and the current water depth monitored by the upstream and downstream water level stations, the
Q2=aX2+bX+cQ2= aX2 +bX+c
其中,Q2,单位m3/s,为雷达测流盲区时根据水位差计算的流量。Among them, Q2, unit m 3 /s, is the flow calculated according to the water level difference in the blind area of radar flow measurement.
具体地,如图7,图8所示,图中:Specifically, as shown in Figure 7 and Figure 8, in the figure:
H1,单位m,为雷达测站的水深;H1, unit m, is the water depth of the radar station;
T,单位h,为监测记录距监测开始的时间,监测频度为半小时一次,此处选取部分记录说明计算处理过程;T, unit h, is the time from the monitoring record to the start of the monitoring, and the monitoring frequency is once every half an hour. Some records are selected here to illustrate the calculation process;
Q3,单位m3/s,本次引水过程尚无最新雷达测流数据时,如图7(1)中A-U,选用数据库内最近一次相同水深的回归参数计算的流量;Q3, unit m 3 /s, when there is no latest radar flow measurement data in this water diversion process, as shown in Figure 7(1) AU, select the flow rate calculated by the latest regression parameters of the same water depth in the database;
Q,单位m3/s,经过分析整理后的测流结果;Q, unit m 3 /s, flow measurement results after analysis and arrangement;
MR,递归计算和水位差复位标记,2位字符,M--0为正常、1为等待“递归”计算,R--0为正常、1为水位差回复到零。MR, recursive calculation and water level difference reset flag, 2 characters, M - 0 is normal, 1 is waiting for "recursive" calculation, R - 0 is normal, 1 is the water level return to zero.
如图7(1)所示,归纳为“水位差复位-盲区-雷达实测-盲区-水位差复位”型,A-U、D-B为盲区,U-D为雷达正常测流区;如图7(2)所示,归纳为“水位差复位-盲区-水位差复位”型,渠道5引水量小,水位差逐渐增大,流速没有达到雷达多普勒流速探头211的启动流速,随后水位差逐渐归零,从A点到B点都运行在雷达盲区。As shown in Figure 7(1), it can be summarized as "water level difference reset-blind area-radar actual measurement-blind area-water level difference reset", A-U, D-B are blind areas, and U-D is the normal radar current measurement area; as shown in Figure 7(2) It is summarized as "water level difference reset-blind area-water level difference reset" type, the water diversion amount of
如图7(1)的A-U段,图8(1)所示,水位差开始增大,但处于盲区,选用数据库内最近一次相同水深的回归参数计算的流量,同时将MR标记为“10”。As shown in the A-U section of Figure 7 (1), and Figure 8 (1), the water level difference begins to increase, but it is in a blind area. The flow rate calculated by the latest regression parameters of the same water depth in the database is selected, and the MR is marked as "10" .
水位差增大,开始进入U-D段,如图7(1),图8(2)所示,流量Q直接采用雷达流量Q1,并自3次以上雷达测流数据开始,逐条计算出回归参数a、b;随后用最新获得的回归参数对前面的A-U段计算流量Q,简称为“递归算法”,并将MR标记为“00”。The water level difference increases and begins to enter the U-D section, as shown in Figure 7(1) and Figure 8(2), the flow Q directly adopts the radar flow Q1, and the regression parameter a is calculated one by one starting from the radar flow measurement data of more than 3 times , b; then use the newly obtained regression parameters to calculate the flow Q for the previous A-U segment, which is called "recursive algorithm" for short, and mark MR as "00".
如图7(1)中D-B段、图8(2)所示,用数据表中最后一条记录的回归参数a、b计算流量Q2,并直接写入Q,这里“实时标定实时回归计算流量”。As shown in section D-B in Figure 7(1) and Figure 8(2), use the regression parameters a and b of the last record in the data table to calculate the flow Q2, and write it directly into Q, here "real-time calibration and real-time regression calculation flow" .
如图7(2),图9(1)所示,整个测流位于盲区,选用数据库内最近一次相同水深的回归参数计算的流量,同时将MR标记为“10”;如图9(2)所示,当水位差再次复位时,对测流数据进行处理,使Q=Q3,MR标记为“00”。As shown in Figure 7(2) and Figure 9(1), the entire flow measurement is located in the blind area, and the flow rate calculated by the regression parameters of the latest same water depth in the database is selected, and the MR is marked as "10" at the same time; as shown in Figure 9(2) As shown, when the water level difference is reset again, the flow measurement data is processed to make Q=Q3, and the MR mark is "00".
虽然,上文中已经用一般性说明及具体实施例对本发明作了详尽的描述,但在本发明基础上,可以对之作一些修改或改进,这对本领域技术人员而言是显而易见的。因此,在不偏离本发明精神的基础上所做的这些修改或改进,均属于本发明要求保护的范围。Although the present invention has been described in detail with general descriptions and specific examples above, it is obvious to those skilled in the art that some modifications or improvements can be made on the basis of the present invention. Therefore, the modifications or improvements made on the basis of not departing from the spirit of the present invention all belong to the protection scope of the present invention.
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