TWI388807B - Measurement System and Method of Unit - type Sand Concentration and Flow Rate Ultrasonic Measurement - Google Patents

Measurement System and Method of Unit - type Sand Concentration and Flow Rate Ultrasonic Measurement Download PDF

Info

Publication number
TWI388807B
TWI388807B TW98107852A TW98107852A TWI388807B TW I388807 B TWI388807 B TW I388807B TW 98107852 A TW98107852 A TW 98107852A TW 98107852 A TW98107852 A TW 98107852A TW I388807 B TWI388807 B TW I388807B
Authority
TW
Taiwan
Prior art keywords
fluid
flow rate
concentration
host
detectors
Prior art date
Application number
TW98107852A
Other languages
Chinese (zh)
Other versions
TW201033589A (en
Inventor
Null Null
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 filed Critical
Priority to TW98107852A priority Critical patent/TWI388807B/en
Publication of TW201033589A publication Critical patent/TW201033589A/en
Application granted granted Critical
Publication of TWI388807B publication Critical patent/TWI388807B/en

Links

Description

單元式泥砂濃度及流速超音波量測系統及方法 Unit type mud sand concentration and flow rate ultrasonic measuring system and method

本發明是有關於一種單元式泥砂濃度及流速超音波量測系統及方法,特別是指一種自動化即時採集流體資料的單元式泥砂濃度及流速超音波量測系統及方法。 The invention relates to a unit type mud sand concentration and flow rate ultrasonic measuring system and method, in particular to a unitized mud sand concentration and flow rate ultrasonic measuring system and method for automatically collecting fluid data.

在山坡地開發、水土保持不良的情況下,河川在遭逢颱洪暴雨時,往往流量及泥砂濃度會瞬時遽增,造成攔砂壩、水庫快速淤積,且下游河道淤積、堤防損毀或水源短缺,嚴重者導致潰壩崩堤,不僅該等工程設施失效、形同虛設,甚至帶來更大災難。 In the case of hillside land development and poor soil and water conservation, when the rivers are hit by heavy rains, the flow and mud sand concentration will increase instantaneously, resulting in rapid siltation of the sand dams and reservoirs, and siltation of downstream rivers, damage to the embankments or shortage of water sources. In severe cases, the dam breaks down, and not only the engineering facilities are ineffective, they are ineffective, and even bring more disasters.

欲真正作到防災,除了必須從根本的水土保持做起之外,並需針對水利建設計劃作全面檢討-例如檢討是否仍以傳統工法抵擋土石、設施效益、環境評估等;然而要做出正確的計劃方案,必須透過長期的環境觀察、水文監測,在充分了解整體區域水文特性之後才能作到。水文資料監測的項目中,洪峰期間以及一般流量時的水道泥砂濃度變化,顯示水道泥砂運移特性,且直接關係到設施的泥砂淤積量、淤積速度,是十分必要且重要的資訊。 In order to truly prevent disasters, in addition to the basic water and soil conservation, it is necessary to conduct a comprehensive review of the water conservancy construction plan - for example, whether the traditional construction method is still used to resist earth and stone, facility benefits, environmental assessment, etc. The plan must be carried out through long-term environmental observation and hydrological monitoring, after fully understanding the overall regional hydrological characteristics. In the hydrological data monitoring project, the change of the sediment concentration in the flood peak during the flood peak period and the general flow rate shows the migration characteristics of the silt and sand, and it is directly related to the silt deposition volume and siltation rate of the facility, which is very necessary and important information.

目前在現地量測水道泥砂濃度的方式,是由工程人員親至水道現場垂降一採集容器,將取得的水道水樣帶回研究室或觀測站分析。此一方式不但無法即時得知河川水道泥砂濃度,且基於安全考量,在颱洪暴雨的洪峰期間,工程人員並不能前往現場採集,無法掌握完整的泥砂濃度歷 程,因此有必要建立一套可自動化即時採集並測得泥砂濃度的泥砂濃度量測系統。 At present, the way to measure the concentration of mud and sand in the waterway is to collect the container from the engineering personnel to the waterway site and bring the obtained water sample to the research room or the observation station for analysis. This method can not only instantly know the concentration of mud and sand in the river channel, but based on safety considerations, during the flood peak of the Taihong rainstorm, the engineering personnel can not go to the site to collect, and can not grasp the complete mud sand concentration history. Therefore, it is necessary to establish a mud sand concentration measurement system that can automatically collect and measure the concentration of mud and sand.

因此,本發明之目的,即在提供一種自動化即時採集流體資料的單元式泥砂濃度及流速超音波量測系統及方法。 Accordingly, it is an object of the present invention to provide a unitized mud sand concentration and flow rate ultrasonic measurement system and method for automated acquisition of fluid data.

於是,本發明單元式泥砂濃度及流速超音波量測系統包含一主機、一連結部件及至少一流體偵測器;該連結部件具有一傳輸線及一纜線;該流體偵測器置於該流體中,並繫掛於該纜線以量測一流體資料;該主機與該流體偵測器之間以該傳輸線彼此連接,該主機藉該傳輸線接收該流體偵測器測得之流體資料並加以記錄。 Therefore, the unit type mud sand concentration and flow rate ultrasonic measuring system comprises a host, a connecting component and at least one fluid detector; the connecting component has a transmission line and a cable; the fluid detector is placed in the fluid The cable is connected to the cable to measure a fluid data; the host and the fluid detector are connected to each other by the transmission line, and the host receives the fluid data measured by the fluid detector by the transmission line and applies recording.

本發明單元式泥砂濃度及流速超音波量測方法配合前述單元式泥砂濃度及流速超音波量測系統執行,該方法包括下述步驟:(a)將該主機與該流體偵測器之間以該傳輸線彼此連接,且該流體偵測器繫掛於該纜線;(b)將各該流體偵測器隨該纜線置於該流體中以量測流體資料;及(c)該主機藉該傳輸線接收該流體偵測器測得之流體資料並加以記錄。 The unit type mud sand concentration and flow rate ultrasonic measuring method is performed in conjunction with the unit type mud sand concentration and flow rate ultrasonic measuring system, and the method comprises the following steps: (a) between the host and the fluid detector The transmission lines are connected to each other, and the fluid detector is attached to the cable; (b) the fluid detector is placed in the fluid with the cable to measure fluid data; and (c) the host borrows The transmission line receives and records the fluid data measured by the fluid detector.

若採用多組流體偵測器,則本發明單元式泥砂濃度及流速超音波量測方法包括下述步驟:(a)將該主機連接於該傳輸線之一端,且各該流體偵測器以該連結部件之傳輸線彼此串接,並繫掛於該纜線之不同位置;(b)將各該流體偵測器置於該流體中以分別量測一流體資料;及(c)該主機藉 該傳輸線接收各該流體偵測器測得之流體資料並加以記錄。 If a plurality of sets of fluid detectors are used, the unit type mud sand concentration and flow rate ultrasonic measurement method comprises the following steps: (a) connecting the host to one end of the transmission line, and each of the fluid detectors The transmission lines of the connecting components are connected in series with each other and are hung at different positions of the cable; (b) each fluid detector is placed in the fluid to measure a fluid data; and (c) the host borrows The transmission line receives and records the fluid data measured by each of the fluid detectors.

本發明單元式泥砂濃度及流速超音波量測系統及方法藉由主機配合傳輸線連接一或多數個流體偵測器,因此主機能進行長時間的自動化即時採集記錄監測如泥砂濃度、水流速度等流體資料。 The unit type mud sand concentration and flow rate ultrasonic measuring system and method are connected to one or more fluid detectors by the host with the transmission line, so that the host can perform long-time automatic acquisition and recording and monitoring of fluids such as mud sand concentration and water flow speed. data.

有關本發明之前述及其他技術內容、特點與功效,在以下配合參考圖式之數個較佳實施例的詳細說明中,將可清楚的呈現。在本發明被詳細描述之前,要注意的是,在以下的說明內容中,類似的元件是以相同的編號來表示。 The above and other technical features, features, and advantages of the present invention will be apparent from the following detailed description of the preferred embodiments. Before the present invention is described in detail, it is noted that in the following description, similar elements are denoted by the same reference numerals.

參閱圖1,本發明之第一較佳實施例是設置於一鄰近岸邊之水域,如:海洋、河川或水庫之流體5,單元式泥砂濃度及流速超音波量測系統100包含複數流體偵測器1、一連結部件2及一主機3。 Referring to FIG. 1, a first preferred embodiment of the present invention is disposed in a water adjacent to a shore, such as a fluid of a sea, a river, or a reservoir. 5, the unitized mud concentration and flow rate ultrasonic measurement system 100 includes a plurality of fluid detections. The detector 1, a connecting component 2 and a host 3.

前述單元式泥砂濃度及流速超音波量測系統100是配合本發明單元式泥砂濃度及流速超音波量測方法,該方法包括下述步驟:將主機3連接於連結部件2之傳輸線22之一端,且連結部件2之纜線21一端固定於岸邊,例如:河岸邊,且各流體偵測器1以傳輸線22彼此串接,並繫掛於連結部件2之纜線21不同位置;然後,將各流體偵測器1置於流體5中以分別量測一流體資料;接著,由主機3藉傳輸線22接收各流體偵測器1測得之流體資料並加以記錄。 The unit type mud sand concentration and flow rate ultrasonic measuring system 100 is a method for measuring the unit type mud sand concentration and flow rate ultrasonic wave according to the present invention, and the method comprises the steps of: connecting the host 3 to one end of the transmission line 22 of the connecting member 2, And one end of the cable 21 of the connecting component 2 is fixed to the shore, for example, a river bank, and the fluid detectors 1 are connected in series with each other by the transmission line 22, and are hung in different positions of the cable 21 of the connecting component 2; Each fluid detector 1 is placed in the fluid 5 to separately measure a fluid data; then, the host 3 receives the fluid data measured by the fluid detectors 1 through the transmission line 22 and records them.

其中,主機3設置在岸邊附近的一基台上,而由於岸邊的土石結構不容易定著,因此纜線21之一端固定於基台,且連結部件2還具有二個浮板23、一鉛錘裝置24及一錨定裝置25;浮板23是供纜線21向上浮力,以拉直該纜線21,並有在水面觀測以得知目前所在位置之功能,鉛錘裝置24及錨定裝置25之作用是使各流體偵測器1沉放於流體5中,且水流速度較快或水流不穩定時,各流體偵測器1之位置不至偏離原沉放位置太遠,使該等流體偵測器1隨著纜線21概呈縱向排列地懸置於流體5中。浮板23亦可供人員站立,以將纜線21及鉛錘裝置24拉離流體5,進行維修或保養各流體偵測器1之作業。 Wherein, the main body 3 is disposed on a base near the shore, and since the earth and stone structure of the shore is not easy to be fixed, one end of the cable 21 is fixed to the base, and the connecting member 2 further has two floating plates 23, a plumb bob device 24 and an anchoring device 25; the floating plate 23 is for the cable 21 to buoy upward to straighten the cable 21, and has a function of observing the water surface to know the current position, the plumb bob device 24 and The anchoring device 25 functions to cause the fluid detectors 1 to be placed in the fluid 5, and when the water flow speed is fast or the water flow is unstable, the positions of the fluid detectors 1 are not too far from the original sinking position. The fluid detectors 1 are suspended in the fluid 5 in a longitudinally aligned manner along the cable 21. The floating plate 23 is also available for personnel to stand to pull the cable 21 and the plumb bob device 24 away from the fluid 5 for maintenance or maintenance of the various fluid detectors 1.

各流體偵測器1分別繫掛於纜線21不同位置以量測流體5之不同深度的流體資料,且以傳輸線22彼此串接,傳輸線22之一端連接於主機3,主機3即藉由傳輸線22接收各流體偵測器1測得之流體資料且加以記錄,如此即可針對距離岸邊較遠的流體5進行長時間的即時自動化監測。 Each of the fluid detectors 1 is attached to different positions of the cable 21 to measure fluid data of different depths of the fluid 5, and is connected in series with each other by a transmission line 22, one end of the transmission line 22 is connected to the host 3, and the host 3 is connected by a transmission line. 22 The fluid data measured by each fluid detector 1 is received and recorded, so that long-term automatic monitoring of the fluid 5 farther from the shore can be performed.

需說明的是,如圖1顯示本發明具有多組流體偵測器1的情況,然而,如圖2採用單組流體偵測器1亦可;或以圖1之方式,於流體5中懸置複數條纜線21,可形成平面或立體量測點。只要將流體偵測器1置於流體5中,並繫掛於纜線21以量測流體資料,且主機3與流體偵測器1之間以傳輸線22彼此連接,主機3藉傳輸線22接收流體偵測器1測得之流體資料並加以記錄,亦可達成即時自動化監測的功效。 It should be noted that, as shown in FIG. 1 , the present invention has a plurality of sets of fluid detectors 1 . However, as shown in FIG. 2 , a single set of fluid detectors 1 may be used; or in the manner of FIG. 1 , suspended in the fluid 5 . A plurality of cables 21 are formed to form a planar or three-dimensional measuring point. As long as the fluid detector 1 is placed in the fluid 5 and attached to the cable 21 to measure the fluid data, and the host 3 and the fluid detector 1 are connected to each other by a transmission line 22, the host 3 receives the fluid through the transmission line 22. The fluid data measured by the detector 1 is recorded and recorded, and the effect of instant automatic monitoring can also be achieved.

參閱圖2,流體偵測器1具有一筒身16、二組分設於筒身16外側之支架161、162、二組設於支架161、162上之探頭組123、124,及一設置於筒身16底部的一壓力感測單元131及一溫度感測單元132;探頭組123具有一傳送端1231及一接收端1232,用於流體中發射/接收超音波訊號以供量測水流速度;探頭組124具有一傳送端1241及一接收端1242,用於流體中發射/接收超音波訊號以供量測泥砂濃度;壓力感測單元131用於量測壓力以換算為深度資料;溫度感測單元132用於量測流體5之溫度。 Referring to FIG. 2, the fluid detector 1 has a barrel 16, two sets of brackets 161 and 162 disposed on the outer side of the barrel 16, two sets of probe sets 123 and 124 disposed on the brackets 161 and 162, and a set on a pressure sensing unit 131 and a temperature sensing unit 132 at the bottom of the barrel 16; the probe group 123 has a transmitting end 1231 and a receiving end 1232 for transmitting/receiving ultrasonic signals in the fluid for measuring the water flow speed; The probe set 124 has a transmitting end 1241 and a receiving end 1242 for transmitting/receiving ultrasonic signals in the fluid for measuring muddy sand concentration; the pressure sensing unit 131 is for measuring pressure for conversion into depth data; temperature sensing Unit 132 is used to measure the temperature of fluid 5.

亦即,各探頭組123、124係供偵測不同之流體資料,因此,可依據不同需求設置一組或擴充至更多組,不以前述的二組為限,且各探頭組123、124之傳送/接收距離依據實際量測需求也可調整為不同距離,如:泥砂濃度較高時,探頭組123、124之傳送/接收距離需調整為較短距離以確保能接收到訊號進行量測。 That is, each of the probe sets 123 and 124 is configured to detect different fluid data. Therefore, one set or expand to more groups according to different requirements, not limited to the above two groups, and each probe set 123, 124 The transmission/reception distance can also be adjusted to different distances according to the actual measurement requirements. For example, when the muddy sand concentration is high, the transmission/reception distance of the probe sets 123 and 124 needs to be adjusted to a shorter distance to ensure that the signal can be received for measurement. .

參閱圖3,流體偵測器1具有的電子元件除了前述的探頭組123、124、壓力感測單元131及溫度感測單元132,還包括一處理模組10、一電源供應模組11、一傳送/接收驅動模組12、一選擇電路125、一記憶模組14及一傳輸介面15。 Referring to FIG. 3, the fluid detector 1 has electronic components in addition to the probe sets 123 and 124, the pressure sensing unit 131 and the temperature sensing unit 132, and further includes a processing module 10, a power supply module 11, and a The transmission/reception drive module 12, a selection circuit 125, a memory module 14, and a transmission interface 15.

其中,電源供應模組11用於供應流體偵測器1的元件所需電力,傳送/接收驅動模組12包括兩通道的發射/接收及前級放大器,各通道之驅動分別為第一驅動電路121、第二驅動電路122;處理模組10控制電子元件協調運作,具 有類比數位轉換器、時序控制器等元件,處理模組10時序控制第一驅動電路121、第二驅動電路122以正弦脈衝(sine burst)驅動探頭組123、124發射超音波訊號,其驅動電壓大小由處理模組10根據自選擇電路125取得探頭組123、124之接收信號大小進行設定,處理模組10是以時序控制選擇電路125以取得接收信號,選擇電路125並包括後級自動增益回授電路以放大接收信號。 The power supply module 11 is configured to supply power required by the components of the fluid detector 1. The transmit/receive drive module 12 includes two channels of transmit/receive and preamplifiers, and each channel is driven by a first drive circuit. 121. The second driving circuit 122. The processing module 10 controls the coordinated operation of the electronic components. The analog module digital converter, the timing controller and the like, the processing module 10 sequentially controls the first driving circuit 121 and the second driving circuit 122 to drive the probe groups 123 and 124 to emit ultrasonic signals with a sine burst, and the driving voltage thereof The size is set by the processing module 10 according to the size of the received signals of the probe sets 123 and 124 obtained by the selection circuit 125. The processing module 10 is controlled by the timing control selection circuit 125 to obtain the received signal, and the selection circuit 125 includes the subsequent stage automatic gain back. The circuit is taught to amplify the received signal.

處理模組10利用探頭組123接收超音波訊號數位化後,依據超音波訊號傳遞時間的改變量來推算水流速度;另外,處理模組10利用探頭組124接收超音波訊號信號數位化後將其振幅積分,並依據其超音波訊號訊號相對衰減量與泥砂濃度的對應關係,代入事先率定求出的超音波能量衰減-濃度關係的公式,藉此計算出泥砂濃度。 The processing module 10 uses the probe group 123 to receive the ultrasonic signal digitization, and then estimates the water flow speed according to the change amount of the ultrasonic signal transmission time. In addition, the processing module 10 uses the probe group 124 to receive the ultrasonic signal signal and digitizes it. The amplitude integral is calculated according to the correspondence between the relative attenuation of the ultrasonic signal signal and the concentration of the muddy sand, and the formula of the ultrasonic energy attenuation-concentration relationship determined in advance is substituted to calculate the muddy sand concentration.

此外,處理模組10並接收壓力感測單元131測得之壓力及溫度感測單元132測得之溫度,利用壓力值可換算水深,藉此了解流體偵測器1於量測流體資料時的實際深度。然後,處理模組10將前述水流速度、泥砂濃度、溫度、壓力值及深度資料儲存於記憶模組14,且能即時透過傳輸介面15輸出予主機3。 In addition, the processing module 10 receives the pressure measured by the pressure sensing unit 131 and the temperature measured by the temperature sensing unit 132, and the water depth can be converted by using the pressure value, thereby understanding the fluid detector 1 when measuring the fluid data. Actual depth. Then, the processing module 10 stores the water flow velocity, the mud concentration, the temperature, the pressure value and the depth data in the memory module 14 , and can output the data to the host 3 through the transmission interface 15 .

電源供應模組11包括電源轉換器及電池等組件,為防止電力不足,電源供應模組11並透過傳輸介面15連接的傳輸線22接收主機3供應電力。 The power supply module 11 includes components such as a power converter and a battery. To prevent power shortage, the power supply module 11 receives the power supplied from the host 3 through the transmission line 22 connected through the transmission interface 15.

本實施例之傳輸介面15採用的是一RS485介面,其控制架構採分散式控制,具有傳輸距離遠、降低雜訊、可多 對多連線及分散式控制之優點;此外,分散式控制是主機3僅負責各單元之協調,讓各流體偵測器1之處理模組10獨立處理事件,因此使本發明具有成本較低、擴充容易及執行效率高等功效,避免如集中式管理使主機之處理器負擔過重之缺點。 The transmission interface 15 of this embodiment adopts an RS485 interface, and the control architecture adopts distributed control, which has a long transmission distance, reduces noise, and can be more The advantages of multi-connection and decentralized control; in addition, the decentralized control is that the host 3 is only responsible for the coordination of the units, so that the processing modules 10 of the fluid detectors 1 independently process the events, thus making the invention less expensive. The expansion is easy and the execution efficiency is high, so as to avoid the disadvantage that the centralized processor is overburdened by the processor of the host.

主機3具有一控制模組31、一記錄模組32、一通訊模組33、一電源轉換模組34及一控制介面35;其中,控制模組31透過控制介面35管控各流體偵測器1之運作,且自控制介面35接收各流體偵測器1之流體資料;記錄模組32是一資料記錄儀(Data Logger),可自動將各流體偵測器1測得之流體資料自動加以記錄:通訊模組33可以是無線通訊,如一行動通訊模組,採用如GPRS或3G等通訊模式;亦可以是有線通訊,如ADSL、光纖或區域網路等通訊模式,用以將記錄模組32之記錄結果以無線或有線通訊發送至遠端;電源轉換模組34是轉換太陽能之光能為可用電力,然後透過傳輸線22供應該等流體偵測器1所需之電力;然而,除了太陽能以外,電源轉換模組34還可採用其他再生能源之電能,如風能、水力發電皆可或直接接用市電。 The host module 3 has a control module 31, a recording module 32, a communication module 33, a power conversion module 34, and a control interface 35. The control module 31 controls each fluid detector 1 through the control interface 35. The operation is performed, and the fluid data of each fluid detector 1 is received from the control interface 35. The recording module 32 is a data logger that automatically records the fluid data measured by each fluid detector 1 automatically. The communication module 33 can be a wireless communication, such as a mobile communication module, using a communication mode such as GPRS or 3G; or a wired communication, such as an ADSL, optical fiber or regional network communication mode, for using the recording module 32. The recorded result is sent to the remote end by wireless or wired communication; the power conversion module 34 converts the solar energy into available power, and then supplies the power required by the fluid detector 1 through the transmission line 22; however, in addition to solar energy The power conversion module 34 can also use other renewable energy sources, such as wind energy, hydropower, or direct access to utility power.

參閱圖4,本發明之第二較佳實施例適用於水位變動較大的情況,可量測距底床為固定距離之流體資料,單元式泥砂濃度及流速超音波量測系統100’也包含前述流體偵測器1’、連結部件2’及主機3’,連結部件2’也包括一纜線21’及一包復於纜線21’內的傳輸線22’及一鉛錘裝置24’。 Referring to FIG. 4, the second preferred embodiment of the present invention is applicable to a case where the water level varies greatly, and the fluid amount data of the fixed distance bed is fixed distance, and the unit type mud sand concentration and flow rate ultrasonic measuring system 100' also includes The fluid detector 1', the connecting member 2' and the main body 3', the connecting member 2' also includes a cable 21' and a transmission line 22' and a plumb bob device 24' which are enclosed in the cable 21'.

不同的是,本實施例的連結部件2’還包括一浮球裝置 26,且纜線21’區分為使各流體偵測器1’彼此連結的連結段211及一拉繩段212,拉繩段212固定於浮板23’並延伸固定於主機3’。 The difference is that the connecting member 2' of the embodiment further includes a float device. 26, and the cable 21' is divided into a connecting section 211 and a pulling cord section 212 which connect the fluid detecting devices 1' to each other, and the pulling cord section 212 is fixed to the floating plate 23' and extends and fixed to the main body 3'.

第二較佳實施例之量測方法是將主機3’連接於傳輸線22’之一端,且各流體偵測器1以傳輸線22’、連結段211彼此串接;將各流體偵測器1’置於流體5中並配合鉛錘裝置24’沉放以分別量測不同深度之流體資料;然後,由主機3’藉傳輸線22’接收各流體偵測器1’測得之流體資料並加以記錄,如此即可針對水位變動較大且可量測距底床為固定距離的流體5進行長時間的即時自動化監測;至於其回收方式是將拉繩段212取回即可自流體5取出各流體偵測器1’。 The measurement method of the second preferred embodiment is to connect the host 3' to one end of the transmission line 22', and each of the fluid detectors 1 is connected in series with the transmission line 22' and the connection section 211; and each fluid detector 1' Placed in the fluid 5 and placed in conjunction with the plumb bob device 24' to separately measure fluid data of different depths; then, the host 3' receives the fluid data measured by each fluid detector 1' by the transmission line 22' and records it. Therefore, the fluid 5 with a large water level variation and a variable distance bottom bed can be automatically monitored for a long time; and the recovery method is that the drawing of the rope string 212 can take out the fluid from the fluid 5. Detector 1'.

參閱圖5,本發明之第三較佳實施例適用於定著於一結構體4(如:橋墩)的情況,單元式泥砂濃度及流速超音波量測系統100”也包含流體偵測器1”、連結部件2”及主機3”,各元件的作用如前述實施例的描述,在此不重複介紹。 Referring to FIG. 5, a third preferred embodiment of the present invention is suitable for use in a structure 4 (eg, a pier). The unitized mud concentration and flow rate ultrasonic measurement system 100" also includes a fluid detector 1 ", the connecting member 2" and the main body 3", the functions of the respective elements are as described in the foregoing embodiments, and the description thereof will not be repeated here.

不同的是,本實施例的連結部件2”的纜線21”是採用以數個固定部41分別固定於結構體4位於流體5內的不同深度位置,如此即可針對結構體4附近的流體5進行長時間的即時自動化監測。 The difference is that the cable 21" of the connecting member 2" of the present embodiment is fixed at a different depth position in the fluid 5 by the plurality of fixing portions 41, so that the fluid in the vicinity of the structural body 4 can be used. 5 Perform long-term, automated automated monitoring.

綜上所述,本發明單元式泥砂濃度及流速超音波量測系統及方法藉由前述不同實施例的主機配合傳輸線連接多數個流體偵測器,因此主機能進行長時間的自動化即時採集記錄監測如泥砂濃度及水流速度等流體資料,故確實能 達成本發明之目的。 In summary, the unitized mud sand concentration and flow rate ultrasonic measuring system and method of the present invention are connected to a plurality of fluid detectors by the host matching transmission line of the different embodiments described above, so that the host can perform long-time automated instant recording and monitoring. Fluid data such as mud concentration and water flow rate, so it can The object of the invention is achieved.

惟以上所述者,僅為本發明之較佳實施例而已,當不能以此限定本發明實施之範圍,即大凡依本發明申請專利範圍及發明說明內容所作之簡單的等效變化與修飾,皆仍屬本發明專利涵蓋之範圍內。 The above is only the preferred embodiment of the present invention, and the scope of the invention is not limited thereto, that is, the simple equivalent changes and modifications made by the scope of the invention and the description of the invention are All remain within the scope of the invention patent.

100、100’、100”‧‧‧單元式泥砂濃度及流速超音波量測系統 100, 100', 100" ‧‧‧ unitized mud sand concentration and flow rate ultrasonic measurement system

1、1’、1”‧‧‧流體偵測器 1, 1', 1" ‧ ‧ fluid detector

10‧‧‧處理模組 10‧‧‧Processing module

11‧‧‧電源供應模組 11‧‧‧Power supply module

12‧‧‧傳送/接收驅動模組 12‧‧‧Transmission/receiving drive module

121‧‧‧第一驅動電路 121‧‧‧First drive circuit

122‧‧‧第二驅動電路 122‧‧‧Second drive circuit

123、124‧‧‧探頭組 123, 124‧‧‧ probe group

1231、1241‧‧‧傳送端 1231, 1241‧‧‧ transmit end

1232、1242‧‧‧接收端 1232, 1242‧‧‧ Receiver

125‧‧‧選擇電路 125‧‧‧Selection circuit

131‧‧‧壓力感測單元 131‧‧‧ Pressure sensing unit

132‧‧‧溫度感測單元 132‧‧‧Temperature sensing unit

14‧‧‧記憶模組 14‧‧‧Memory Module

15‧‧‧傳輸介面 15‧‧‧Transport interface

16‧‧‧筒身 16‧‧‧

161、162‧‧‧支架 161, 162‧‧‧ bracket

2、2’、2”‧‧‧連結部件 2, 2', 2" ‧ ‧ joint parts

21、21’、21”‧‧‧纜線 21, 21’, 21”‧‧‧ cable

211‧‧‧連結段 211‧‧‧ link segment

212‧‧‧拉繩段 212‧‧‧Drawing rope

22、22’‧‧‧傳輸線 22, 22’‧‧‧ transmission line

23、23’‧‧‧浮板 23, 23’‧‧‧ floating board

24‧‧‧鉛錘裝置 24‧‧‧Pipe hammer device

25‧‧‧錨定裝置 25‧‧‧ anchoring device

26‧‧‧浮球裝置 26‧‧‧Floating device

3、3’、3”‧‧‧主機 3, 3', 3" ‧ ‧ host

31‧‧‧控制模組 31‧‧‧Control Module

32‧‧‧記錄模組 32‧‧‧recording module

33‧‧‧通訊模組 33‧‧‧Communication module

34‧‧‧電源轉換模組 34‧‧‧Power Conversion Module

35‧‧‧控制介面 35‧‧‧Control interface

4‧‧‧結構體 4‧‧‧ Structure

41‧‧‧固定部 41‧‧‧ Fixed Department

5‧‧‧流體 5‧‧‧ fluid

圖1是一示意圖,說明本發明之第一較佳實施例是以浮板裝置連結並設置於鄰近岸邊的地方;圖2是一立體圖,說明本發明採用的流體偵測器;圖3是一系統方塊圖,說明本發明的主機及流體偵測器的內部元件及運作方式;圖4是一示意圖,說明本發明之第二較佳實施例是以浮球及浮板裝置連結並設置於水位變動較大的地方;及圖5是一示意圖,說明本發明之第三較佳實施例是設置於如橋墩的結構體上。 1 is a schematic view showing a first preferred embodiment of the present invention which is connected by a floating plate device and disposed adjacent to a bank; FIG. 2 is a perspective view showing a fluid detector used in the present invention; A system block diagram illustrating the internal components and operation modes of the host and the fluid detector of the present invention; FIG. 4 is a schematic view showing the second preferred embodiment of the present invention coupled by a float ball and a floating plate device and disposed on Where the water level varies greatly; and Figure 5 is a schematic view showing that the third preferred embodiment of the present invention is disposed on a structure such as a pier.

100‧‧‧單元式泥砂濃度及流速超音波量測系統 100‧‧‧Unitized mud sand concentration and flow rate ultrasonic measurement system

1‧‧‧流體偵測器 1‧‧‧Fluid Detector

2‧‧‧連結部件 2‧‧‧Connected parts

21‧‧‧纜線 21‧‧‧ Cable

22‧‧‧傳輸線 22‧‧‧ transmission line

23‧‧‧浮板 23‧‧‧Float board

24‧‧‧鉛錘裝置 24‧‧‧Pipe hammer device

25‧‧‧錨定裝置 25‧‧‧ anchoring device

3‧‧‧主機 3‧‧‧Host

5‧‧‧流體 5‧‧‧ fluid

Claims (14)

一種單元式泥砂濃度及流速超音波量測系統,包含:一連結部件,具有一傳輸線及一纜線;多數個流體偵測器,置於該流體中,各該流體偵測器間隔的固定於該纜線的不同位置以量測不同位置的流體資料,且該纜線是採用以數個固定部固定於結構體位於流體內的不同深度位置,各該流體偵測器具有:多數個探頭組,於該流體發射/接收超音波訊號,一處理模組,依據該等探頭組接收之超音波訊號計算該流體的不同位置之泥砂濃度及水流速度,及一傳輸介面,連接該傳輸線,並輸出該流體的不同位置之泥砂濃度及水流速度;及一主機,與該流體偵測器之傳輸介面以該傳輸線彼此連接,藉該傳輸線接收各該流體偵測器測得之流體的不同位置之泥砂濃度及水流速度並加以記錄。 A unitized mud sand concentration and flow rate ultrasonic measuring system comprises: a connecting component having a transmission line and a cable; a plurality of fluid detectors are disposed in the fluid, and each of the fluid detectors is fixed at intervals The different positions of the cable are used to measure fluid data at different positions, and the cable is fixed at different depth positions in the fluid by a plurality of fixing portions, each of the fluid detectors having: a plurality of probe groups Transmitting/receiving ultrasonic signals in the fluid, a processing module, calculating mud concentration and water flow speed at different positions of the fluid according to the ultrasonic signals received by the probe groups, and a transmission interface, connecting the transmission lines, and outputting The concentration of the mud and the velocity of the water at different positions of the fluid; and a host, and the transmission interface of the fluid detector are connected to each other by the transmission line, and the transmission line receives the mud sand at different positions of the fluids measured by the fluid detectors Concentration and water flow rate were recorded. 依據申請專利範圍第1項所述之單元式泥砂濃度及流速超音波量測系統,其中,各該流體偵測器以複數條纜線布置成平面或立體之量測點。 The unitized mud sand concentration and flow rate ultrasonic measuring system according to the first aspect of the patent application, wherein each of the fluid detectors is arranged in a plurality of cables in a plane or a three-dimensional measuring point. 依據申請專利範圍第2項所述之單元式泥砂濃度及流速超音波量測系統,其中,該主機具有:一控制模組,管控各該流體偵測器之運作;一記錄模組,將各該流體偵測器測得之流體資料加 以記錄:及一通訊模組,將該記錄模組之記錄結果以無線或有線通訊發送至遠端。 The unitized mud sand concentration and flow rate ultrasonic measuring system according to claim 2, wherein the host has: a control module for controlling the operation of each of the fluid detectors; and a recording module The fluid data measured by the fluid detector plus To record: and a communication module, the recording result of the recording module is sent to the remote end by wireless or wired communication. 依據申請專利範圍第2項所述之單元式泥砂濃度及流速超音波量測系統,其中,該主機包括一電力轉換模組,該電力轉換模組藉該傳輸線供應該等流體偵測器所需之電力。 The unitized mud sand concentration and flow rate ultrasonic measuring system according to claim 2, wherein the host comprises a power conversion module, and the power conversion module supplies the fluid detectors by the transmission line Electricity. 依據申請專利範圍第4項所述之單元式泥砂濃度及流速超音波量測系統,其中,該電力供應模組是轉換再生能源之電能為可用電力或接用市電。 The unitized mud sand concentration and flow rate ultrasonic measuring system according to claim 4, wherein the power supply module converts the renewable energy into available power or uses utility power. 依據申請專利範圍第2至5任一項所述之單元式泥砂濃度及流速超音波量測系統,其中,各該流體偵測器具有一壓力感測單元,且該壓力感測單元測得之流體壓力資料由該處理模組換算為一深度資料經由該傳輸介面輸出予該主機。 The unitized mud sand concentration and flow rate ultrasonic measuring system according to any one of claims 2 to 5, wherein each of the fluid detectors has a pressure sensing unit, and the fluid measured by the pressure sensing unit The pressure data is converted into a depth data by the processing module and output to the host via the transmission interface. 依據申請專利範圍第2至5任一項所述之單元式泥砂濃度及流速超音波量測系統,其中,各該流體偵測器具有一溫度感測單元,且該溫度感測單元測得之流體溫度資料經由該傳輸介面輸出予該主機。 The unitized mud sand concentration and flow rate ultrasonic measuring system according to any one of claims 2 to 5, wherein each of the fluid detectors has a temperature sensing unit, and the fluid measured by the temperature sensing unit The temperature data is output to the host via the transmission interface. 依據申請專利範圍第2至5任一項所述之單元式泥砂濃度及流速超音波量測系統,其中,各該流體偵測器還具有一儲存該流體資料之記憶模組。 The unitized mud sand concentration and flow rate ultrasonic measuring system according to any one of claims 2 to 5, wherein each of the fluid detectors further has a memory module for storing the fluid data. 依據申請專利範圍第2至5任一項所述之單元式泥砂濃度及流速超音波量測系統,其中,該傳輸介面是一 RS485介面。 The unitized mud sand concentration and flow rate ultrasonic measuring system according to any one of claims 2 to 5, wherein the transmission interface is a RS485 interface. 依據申請專利範圍第2至5任一項所述之單元式泥砂濃度及流速超音波量測系統,其中,該連結部件還包括使該等流體偵測器隨該纜線呈縱向排列並懸置該流體中的一浮板裝置、一浮球裝置、一鉛錘裝置或一錨定裝置。 The unitized mud sand concentration and flow rate ultrasonic measuring system according to any one of claims 2 to 5, wherein the connecting member further comprises: arranging and suspending the fluid detectors along the cable in a longitudinal direction a floating plate device, a float device, a plumb hammer device or an anchoring device in the fluid. 一種單元式泥砂濃度及流速超音波量測方法,配合一包括一主機、一連結部件及多數個流體偵測器執行,該連結部件具有一傳輸線及一纜線,各該流體偵測器具有多數個探頭組於該流體發射/接收超音波訊號,該方法包括下述步驟:(a)將該主機與各該流體偵測器之間以該傳輸線彼此連接,且各該流體偵測器間隔的固定於該纜線的不同位置,該纜線是採用以數個固定部固定於結構體位於流體內的不同深度位置;(b)將各該流體偵測器隨該纜線置於該流體中以依據該等探頭組之超音波訊號計算該流體的不同位置之泥砂濃度及水流速度;及(c)該主機藉該傳輸線接收各該流體偵測器測得之流體的不同位置之泥砂濃度及水流速度並加以記錄。 A unit type mud sand concentration and flow rate ultrasonic measuring method, which comprises a host, a connecting component and a plurality of fluid detectors, the connecting component has a transmission line and a cable, and each of the fluid detectors has a majority The probe group transmits/receives an ultrasonic signal to the fluid, and the method includes the following steps: (a) connecting the host and each of the fluid detectors to each other by the transmission line, and each of the fluid detectors is spaced apart Fixed at different positions of the cable, the cable is fixed at a plurality of fixed positions in the fluid at different depth positions; (b) the fluid detector is placed in the fluid with the cable Calculating mud concentration and water flow velocity at different positions of the fluid according to the ultrasonic signals of the probe sets; and (c) receiving, by the host, the concentration of mud sand at different positions of the fluids measured by the fluid detectors The water flow rate is recorded. 依據申請專利範圍第11項所述之單元式泥砂濃度及流速超音波量測方法,其中,步驟(b)之各該流體偵測器還執行下述子步驟:(b21)量測一流體壓力資料;及(b22)依據該流體壓力資料換算為一深度資料;及 (b23)輸出該深度資料予該主機。 According to the unit type mud sand concentration and flow rate ultrasonic measuring method described in claim 11, wherein the fluid detector of step (b) further performs the following substeps: (b21) measuring a fluid pressure And (b22) converted into a depth data based on the fluid pressure data; and (b23) output the depth data to the host. 依據申請專利範圍第11項所述之單元式泥砂濃度及流速超音波量測方法,其中,步驟(c)之主機還執行下述子步驟:(c1)將記錄結果以無線或有線通訊發送至遠端。 According to the unit type mud sand concentration and flow rate ultrasonic measuring method described in claim 11, wherein the host of step (c) further performs the following sub-steps: (c1) transmitting the recorded result to the wireless or wired communication to remote. 依據申請專利範圍第11項所述之單元式泥砂濃度及流速超音波量測方法,其中,步驟(c)之主機還執行下述子步驟:(c2)藉該傳輸線供應該等流體偵測器所需之電力。 According to the unit type mud sand concentration and flow rate ultrasonic measuring method described in claim 11, wherein the host of step (c) further performs the following sub-steps: (c2) supplying the fluid detectors through the transmission line The power required.
TW98107852A 2009-03-11 2009-03-11 Measurement System and Method of Unit - type Sand Concentration and Flow Rate Ultrasonic Measurement TWI388807B (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
TW98107852A TWI388807B (en) 2009-03-11 2009-03-11 Measurement System and Method of Unit - type Sand Concentration and Flow Rate Ultrasonic Measurement

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
TW98107852A TWI388807B (en) 2009-03-11 2009-03-11 Measurement System and Method of Unit - type Sand Concentration and Flow Rate Ultrasonic Measurement

Publications (2)

Publication Number Publication Date
TW201033589A TW201033589A (en) 2010-09-16
TWI388807B true TWI388807B (en) 2013-03-11

Family

ID=44855215

Family Applications (1)

Application Number Title Priority Date Filing Date
TW98107852A TWI388807B (en) 2009-03-11 2009-03-11 Measurement System and Method of Unit - type Sand Concentration and Flow Rate Ultrasonic Measurement

Country Status (1)

Country Link
TW (1) TWI388807B (en)

Families Citing this family (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
TWI497038B (en) * 2011-08-12 2015-08-21 Yi Jiun Liao Auto-measuring system for measuring a plurality of data of a river
TWI454703B (en) * 2012-11-30 2014-10-01 Univ Shu Te Rail stacking flow rate measurement system
TWI629456B (en) * 2014-12-01 2018-07-11 財團法人國家實驗研究院 Environment monitoring system and vibration sensing device
CN109253765A (en) * 2018-10-24 2019-01-22 宁波市海洋环境监测中心 River discharge monitors measuring system and method for calculating flux on-line
TWI779619B (en) * 2021-05-20 2022-10-01 遠傳電信股份有限公司 Slope Condition Detection System

Also Published As

Publication number Publication date
TW201033589A (en) 2010-09-16

Similar Documents

Publication Publication Date Title
CN111561974A (en) Bridge scouring multi-source monitoring system and monitoring method and punching depth evaluation method thereof
TWI388807B (en) Measurement System and Method of Unit - type Sand Concentration and Flow Rate Ultrasonic Measurement
CN107460898B (en) Real-time monitoring system and monitoring method for submerged bridge pile foundation scouring
CN109253765A (en) River discharge monitors measuring system and method for calculating flux on-line
CN207244680U (en) A kind of sunk bridge pile foundation washes away real-time monitoring system
CN106706029B (en) Soil body performance monitoring device for underground structure construction and working method thereof
CN109580168B (en) Wave flow strong coupling simulation test pool and test method thereof
CN102288147A (en) Device for measuring scouring depth monitored based on active temperature control distributed temperature
CN212132054U (en) Remote monitoring equipment for drainage flow
CN101799295B (en) Electronic bathymeter
CN104019805A (en) High-sand-content turbid water density current detection method
CN103364052B (en) Sound wave type collection quantity of slag monitoring method
CN205919910U (en) From floating seabed temperature detect system
CN211849236U (en) Siltation monitoring device and sheet pile, high pile and gravity wharf real-time monitoring system
CN115792166B (en) River flow speed buffer type underwater water quality monitoring device
CN105547515A (en) Self-floating undersea temperature detecting system
CN104236751A (en) Device and method for measuring temperature distribution of energy pile body
CN114059518B (en) Integrated multiparameter engineering monitoring device and matrix type monitoring system
CN110455259A (en) A kind of Geography monitor device and the river Form Development based on the device monitor system
CN110006803A (en) A kind of device and monitoring method of long-range monitoring seepage action of ground water speed
CN212585839U (en) Infrared automatic monitoring system of river lake top layer temperature
CN108444441A (en) A kind of earth and rockfill dam inside settlement monitoring device and method
CN102175212B (en) Device and method for detecting hydraulic head of landfill site percolate guide discharging layer
CN209961260U (en) Fixed-point suspension type ice thickness and water level integrated continuous monitoring device
CN210664467U (en) Artificial fish reef rising water flow monitoring device

Legal Events

Date Code Title Description
MM4A Annulment or lapse of patent due to non-payment of fees