TWI630379B - A leak detection system - Google Patents

A leak detection system Download PDF

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TWI630379B
TWI630379B TW106104068A TW106104068A TWI630379B TW I630379 B TWI630379 B TW I630379B TW 106104068 A TW106104068 A TW 106104068A TW 106104068 A TW106104068 A TW 106104068A TW I630379 B TWI630379 B TW I630379B
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frequency
leak detection
signal
time
detection system
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TW106104068A
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TW201830000A (en
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王逸民
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逸奇科技股份有限公司
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Abstract

本發明揭露了一種測漏系統,用以判斷地下管線之漏水位置。本發明測漏系統包含訊號量測裝置、分析模組及通知模組。訊號量測裝置接觸於待測地下管線之路面上,以量測該路面之至少一個位置之漏水訊號。藉由分析模組將漏水訊號轉成相對應之時頻訊號,再由通知模組將不同時間或不同量測位置之該等時頻訊號以時間為橫軸、頻率為縱軸並以顏色為訊號強度之呈現方式交互比對判斷漏水位置。相較於習知技術,本發明有效降低地下水管測漏之操作困難度及環境需求性。 The invention discloses a leak detection system for judging the water leakage position of an underground pipeline. The leak detection system of the invention comprises a signal measuring device, an analysis module and a notification module. The signal measuring device is in contact with the road surface of the underground pipeline to be tested to measure the water leakage signal of at least one position of the road surface. The analysis module converts the water leakage signal into a corresponding time-frequency signal, and then the notification module sets the time-frequency signals of different time or different measurement positions with the time as the horizontal axis and the frequency as the vertical axis and in the color The signal strength is presented in an interactive manner to determine the location of the leak. Compared with the prior art, the invention effectively reduces the operational difficulty and environmental demand of the underground water pipe leak detection.

Description

一種測漏系統 Leak detection system

本發明係關於一種測漏系統,並且特別地,關於一種用於判斷地下水管漏水位置的測漏系統。 The present invention relates to a leak detection system and, in particular, to a leak detection system for determining the location of a water pipe leak.

隨著時代的進步,水管線路地下化已為現今社會常見的設施方式。當地下化之水管因老化或天災人禍造成了破裂,導致水庫的水無法有效的傳輸至各個用戶,進而造成水資源的浪費成了現實生活迫切需要改進的課題。 With the advancement of the times, the undergroundization of water pipes has become a common way of facilities in today's society. The localized water pipes have been ruptured due to aging or natural disasters, resulting in the inability of the reservoir water to be effectively transmitted to various users, which in turn has caused the waste of water resources to become an urgent problem in real life.

傳統的地下水管破裂檢測技術為藉由一檢漏器接觸於埋設有地下水管之路面上,用以偵測地表所傳遞之聲音。操作者後續利用檢漏器所錄製或轉傳的方式聽取該處路面之聲音,並判斷出是否 內含有漏水音。常見的檢漏器可分為偵測全音頻與特定音頻兩種,其中後者適用於過濾外在吵雜環境所造成的雜訊。但不論是有無使用特定音頻檢漏器,測漏系統的準確度皆需取決於檢測時外在環境的吵雜程度以及操作者的操作經驗上。 The traditional groundwater pipe rupture detection technology is used to detect the sound transmitted by the ground surface by contacting a leak detector on the road surface where the underground water pipe is buried. The operator subsequently listens to the sound of the road surface by means of recording or transferring the leak detector, and determines whether It contains leaking sounds. Common leak detectors can be divided into two types: full audio and specific audio. The latter is suitable for filtering noise caused by strange and noisy environments. However, the accuracy of the leak detection system depends on the degree of noise in the external environment and the operator's operating experience, whether or not the specific audio leak detector is used.

上述習知技術需仰賴於檢測時之外在環境、操作者使用之經驗與當日身體狀況,無法有效達到數據化及操作便利性。有鑑於此,本發明提供一種測漏系統,本發明測漏系統能簡單且更有效率地 判別地下水管之漏水位置。 The above-mentioned prior art technology relies on the environment, the experience of the operator, and the physical condition of the day outside of the detection, and cannot effectively achieve dataization and convenience of operation. In view of this, the present invention provides a leak detection system, which can be simply and more efficiently Determine the location of the water pipe leakage.

本發明之一範疇在於提供一種測漏系統。根據本發明之一具體實施例,本發明測漏系統用以判斷地下管線之漏水位置,該地下管線埋設於路面之下,其包含有一訊號量測裝置、一分析模組及一通知模組。訊號量測裝置用以接觸埋設有地下管線之路面,並針對路面之至少一量測位置進行訊號量測,藉以產生相對應之至少一漏水訊號。分析模組用以接收漏水訊號並利用一時頻分析藉以產生相對應之時頻訊號。通知模組連接於分析模組,用以接收時頻訊號。其中,根據通知模組之每一時頻訊號中所對應之頻率與訊號強度,藉以判斷地下管線之漏水位置。 One aspect of the present invention is to provide a leak detection system. According to an embodiment of the present invention, the leak detection system of the present invention is used to determine the water leakage position of the underground pipeline. The underground pipeline is buried under the road surface, and includes a signal measuring device, an analysis module and a notification module. The signal measuring device is configured to contact the road surface buried with the underground pipeline, and perform signal measurement on at least one measuring position of the road surface to generate a corresponding at least one water leakage signal. The analysis module is configured to receive the water leakage signal and use a time-frequency analysis to generate a corresponding time-frequency signal. The notification module is connected to the analysis module for receiving the time-frequency signal. Wherein, according to the frequency and signal intensity corresponding to each time-frequency signal of the notification module, the water leakage position of the underground pipeline is judged.

再者,本發明可根據通知模組之時頻訊號中具有最高頻率與最高強度之時頻訊號並參照其所量測位置,藉以判斷出地下水管之漏水位置。 Furthermore, the present invention can determine the water leakage position of the underground water pipe according to the time-frequency signal having the highest frequency and the highest intensity among the time-frequency signals of the notification module and referring to the measured position.

在實際應用上,本發明測漏系統之訊號量測裝置可搭配一無線模組,藉以無線傳遞漏水訊號至分析模組。而分析模組可為一行動裝置或一執行於雲端伺服器之應用程式,並經由無線方式傳回使用者之行動裝置。 In practical applications, the signal measuring device of the leak detection system of the present invention can be combined with a wireless module to wirelessly transmit the water leakage signal to the analysis module. The analysis module can be a mobile device or an application executed on the cloud server and wirelessly transmitted back to the user's mobile device.

此外,本發明測漏系統可為一車載系統,藉由穩定行進之車具標注出各量測位置,並經由測漏系統上之分析模組與通知模組進行數據處理,以即時且方便得到準確之漏水位置。 In addition, the leak detection system of the present invention can be an in-vehicle system, and each measurement position is marked by a stable traveling vehicle, and data processing is performed through the analysis module and the notification module on the leak detection system, so that it can be obtained instantly and conveniently. Accurate water leak location.

相較於習知技術,本發明測漏系統藉由通知模組根據具 有最高頻率與最高訊號強度之時頻訊號以判斷漏水訊號,更進一步地,係以時間為橫軸、頻率為縱軸以及顏色為訊號強度之時頻分析呈現地下管線漏水訊號。而漏水訊號搭配相對應之訊號來源位置即可判斷正確的漏水範圍。藉由本發明測漏系統,操作者不需要以自身經驗判斷漏水位置,亦不會被外在環境因素所影響,並提供一個簡單且更有效率的地下水管測漏技術。 Compared with the prior art, the leak detection system of the present invention is based on the notification module. The time-frequency signal with the highest frequency and the highest signal strength is used to judge the water leakage signal. Further, the time-frequency analysis of the time is the horizontal axis, the frequency is the vertical axis, and the color is the signal strength. The leaking signal can be used to determine the correct leak range with the corresponding signal source location. With the leak detection system of the present invention, the operator does not need to judge the leak position by his own experience, nor is it affected by external environmental factors, and provides a simple and more efficient underground water pipe leak detection technique.

關於本發明之優點與精神可以藉由以下的發明詳述以及所附圖式得到進一步的了解。 The advantages and spirit of the present invention will be further understood from the following detailed description of the invention.

1、2‧‧‧測漏系統 1, 2‧‧‧ leak detection system

12‧‧‧訊號量測裝置 12‧‧‧ Signal measuring device

14‧‧‧行動裝置 14‧‧‧Mobile devices

16‧‧‧地下管線 16‧‧‧Underground pipeline

18‧‧‧路面 18‧‧‧ pavement

22‧‧‧無線模組 22‧‧‧Wireless Module

32‧‧‧雲端伺服器 32‧‧‧Cloud Server

34‧‧‧終端機 34‧‧‧ Terminal

142‧‧‧分析模組 142‧‧‧Analysis module

144‧‧‧通知模組 144‧‧‧Notification module

162‧‧‧漏水位置 162‧‧‧Water leak location

A~E‧‧‧量測位置 A~E‧‧‧Measurement position

S21~S25‧‧‧漏水訊號 S 21 ~ S 25 ‧‧‧ leaking signal

S41~S45‧‧‧時頻訊號 S 41 ~S 45 ‧‧‧Time-frequency signal

圖一係繪示本發明測漏系統之第一具體實施例之示意圖。 Figure 1 is a schematic view showing a first embodiment of the leak detection system of the present invention.

圖二係繪示本發明測漏系統之第一具體實施例之功能方塊圖。 Figure 2 is a functional block diagram showing a first embodiment of the leak detection system of the present invention.

圖三A係繪示本發明測漏系統之分析模組接收之漏水訊號示意圖。 FIG. 3A is a schematic diagram showing the water leakage signal received by the analysis module of the leak detection system of the present invention.

圖三B係繪示本發明測漏系統之顯示模組顯示之時頻訊號色設圖。 FIG. 3B is a diagram showing the time-frequency signal color map displayed by the display module of the leak detection system of the present invention.

圖四係繪示本發明測漏系統之第二具體實施例之示意圖。 Figure 4 is a schematic view showing a second embodiment of the leak detection system of the present invention.

圖五係繪示本發明測漏系統之第二具體實施例之功能方塊圖。 Figure 5 is a functional block diagram showing a second embodiment of the leak detection system of the present invention.

為使本發明的目的、技術方案及優點更加清楚明白,以下參照附圖並舉實施例,對本發明作進一步詳細說明。 The present invention will be further described in detail below with reference to the accompanying drawings.

請參照圖一及圖二,圖一係繪示本發明測漏系統1之第一具體實施例之示意圖,圖二係繪示本發明測漏系統1之第一具體實施例之功能方塊圖。在本發明之第一實施例中,本發明測漏系統1用以判斷地下管線16之漏水位置162,地下管線16埋設於路面18之下,其包含有一訊號量測裝置12、一分析模組142及一通知模組144。訊號量測裝置12用以接觸埋設有地下管線16之路面18,並針對路面18之複數個量測位置A~E進行訊號量測,藉以產生相對應之複數個漏水訊號S21~S25。分析模組142用以接收該等漏水訊號S21~S25,並利用時頻分析技術藉以產生相對應之複數個時頻訊號S41~S45。通知模組144連接於分析模組142,用以接收該等時頻訊號S41~S45,更進一步地,通知模組144係為一顯示模組,藉由以時間為橫軸、頻率為縱軸以及顏色為訊號強度,並在排除非漏水訊號之頻率雜訊下,藉以呈現該等時頻訊號S41~S45。其中,根據通知模組144之每一時頻訊號S41~S45中所對應之頻率與訊號強度,藉以判斷地下管線16之漏水位置162。 Referring to FIG. 1 and FIG. 2, FIG. 1 is a schematic diagram showing a first embodiment of the leak detection system 1 of the present invention, and FIG. 2 is a functional block diagram showing a first embodiment of the leak detection system 1 of the present invention. In the first embodiment of the present invention, the leak detection system 1 of the present invention is used to determine the water leakage position 162 of the underground pipeline 16, and the underground pipeline 16 is buried under the road surface 18, and includes a signal measuring device 12 and an analysis module. 142 and a notification module 144. The signal measuring device 12 is configured to contact the road surface 18 in which the underground pipeline 16 is embedded, and perform signal measurement on a plurality of measurement positions A to E of the road surface 18, thereby generating a plurality of corresponding water leakage signals S 21 to S 25 . The analysis module 142 is configured to receive the water leakage signals S 21 -S 25 and generate a corresponding plurality of time-frequency signals S 41 -S 45 by using a time-frequency analysis technique. The notification module 144 is connected to the analysis module 142 for receiving the time-frequency signals S 41 -S 45 , and further, the notification module 144 is a display module, with the time being the horizontal axis and the frequency being The vertical axis and the color are the signal strength, and the frequency signals S 41 ~ S 45 are presented under the frequency noise excluding the non-leakage signal. The leaking position 162 of the underground pipeline 16 is determined according to the frequency and signal strength corresponding to each time-frequency signal S 41 - S 45 of the notification module 144.

於本發明之第一具體實施例中,訊號量測裝置12係在一測漏頻率範圍下,針對路面18之複數個量測位置A~E進行訊號量測以產生該等漏水訊號S21~S25,而測漏頻率範圍得為200赫茲至800赫茲,以排除非漏水訊號之頻率雜訊。其中複數個量測位置A~E得由埋設有地下管線16之路面18每隔1公尺所定義。於實際操作上,訊號量測裝置12先於A點量測30秒以產生漏水訊號S21,再至距離該點1公尺之埋有地 下管線16之路面18的B點進行量測30秒得到漏水訊號S22,而後接續量測C、D、E使得到該等漏水訊號S23~S25。該等漏水訊號S21~S25至少皆須涵蓋該點方圓0.5公尺之地下管線16之訊號。其中,訊號量測裝置12得為一聲音接收器,透過接觸量測位置A~E以接收路面18所傳遞之聲音訊號。於另一實施例中,訊號量測裝置12係為一位移監控器,透過偵測路面18之震動位移以產生漏水訊號,其中,位移監控器又可分為使用接觸式方式或非接觸式方式(如:光學式)等監控方法之裝置,所述之接觸式裝置可以為一鋁鐵三角釘搭配一PZT壓電材料,以將路面18之震動位移轉換成電位變化予以監控,而所述之光學式裝置可以為利用一雷射光量測定位點至路面18之距離以監控路面18之位移改變。 In the first embodiment of the present invention, the signal measuring device 12 performs signal measurement on a plurality of measurement positions A to E of the road surface 18 under a range of the leak detection frequency to generate the water leakage signals S 21 ~ S 25 , and the leak detection frequency ranges from 200 Hz to 800 Hz to eliminate frequency noise of non-leakage signals. The plurality of measurement positions A~E are defined by the road surface 18 in which the underground pipeline 16 is buried every 1 meter. In actual operation, the signal measuring device 12 measures 30 seconds before the point A to generate the water leakage signal S 21 , and then measures to the point B of the road surface 18 buried with the underground pipeline 16 at a distance of 1 meter from the point for 30 seconds. The water leakage signal S 22 is obtained , and then the continuous measurement C, D, E is made to the water leakage signals S 23 ~ S 25 . The water leakage signals S 21 ~ S 25 must at least cover the signal of the underground pipeline 16 of 0.5 m square. The signal measuring device 12 is a sound receiver that receives the sound signals transmitted by the road surface 18 through the contact measurement positions A~E. In another embodiment, the signal measuring device 12 is a displacement monitor that detects the vibration displacement of the road surface 18 to generate a water leakage signal. The displacement monitor can be further divided into a contact type or a contactless mode. The device of the monitoring method, such as an optical type, wherein the contact device can be an aluminum-iron triangle nail with a PZT piezoelectric material to monitor the vibration displacement of the road surface 18 into a potential change, and the The optical device can measure the displacement of the road surface 18 by measuring the distance from the site to the road surface 18 using a laser light amount.

於實際應用中,分析模組142與通知模組144得設置在一行動裝置14上。分析模組142以電連接於訊號量測裝置12用以接收該等漏水訊號S21~S25,分析模組142利用時頻分析技術產生相對應之複數個時頻訊號S41~S45,並傳送至該行動裝置14之通知模組144中。於實際應用上,時頻分析得為將一時間序列訊號轉換成以時間為橫軸、頻率為縱軸以及顏色為訊號強度之一轉換方法,該轉換方法得為利用快速傅立葉轉換(FFT)、希爾伯特-黃轉換(Hilbert-Huang Transform,HHT)或小波轉換(Wavelet Transform)等技術轉換。 In an actual application, the analysis module 142 and the notification module 144 are disposed on a mobile device 14. The analysis module 142 is electrically connected to the signal measuring device 12 for receiving the water leakage signals S 21 ~ S 25 , and the analysis module 142 generates a plurality of corresponding time frequency signals S 41 ~ S 45 by using a time-frequency analysis technique. And transmitted to the notification module 144 of the mobile device 14. In practical applications, the time-frequency analysis is to convert a time-series signal into a conversion method with time as the horizontal axis, frequency as the vertical axis, and color as the signal intensity. The conversion method is to use fast Fourier transform (FFT), Technology conversions such as Hilbert-Huang Transform (HHT) or Wavelet Transform.

請參照圖一及圖三,圖三A係繪示本發明測漏系統1之分析模組142接收之漏水訊號S21~S25示意圖,圖三B係繪示本發明測漏系統1之顯示模組顯示之時頻訊號S41~S45色設圖。分析模組142接收並聯結該等漏水訊號S21~S25,而後利用時頻分析技術藉以產生相對應之複 數個時頻訊號S41~S45。顯示模組接收該等時頻訊號S41~S45,同時藉由以時間為橫軸、頻率為縱軸以及顏色為訊號強度藉以呈現該等時頻訊號S41~S45。其中,根據顯示模組之該等時頻訊號S41~S45中具有最高頻率與最高訊號強度之時頻訊號S43所對應之量測位置C,藉以判斷該地下管線16之該漏水位置162。於另一實施例中,分析模組142得利用異常時頻訊號S43及S44之頻率或強度與正常訊號之差異做一公式計算,以進一步推測地下管線16之正確漏水位置162。 Referring to FIG. 1 and FIG. 3, FIG. 3A is a schematic diagram of the water leakage signal S 21 ~ S 25 received by the analysis module 142 of the leak detection system 1 of the present invention, and FIG. 3B is a diagram showing the display of the leak detection system 1 of the present invention. The module displays the time-frequency signal S 41 ~ S 45 color map. The analysis module 142 receives the water leakage signals S 21 ~ S 25 in parallel, and then uses the time-frequency analysis technology to generate a plurality of corresponding time-frequency signals S 41 -S 45 . When the display module receiving such frequency signals S 41 ~ S 45, while the horizontal axis by time, frequency and the ordinate is the signal strength so as to exhibit a color when such frequency signals S 41 ~ S 45. The leak location 162 of the underground pipeline 16 is determined according to the measurement position C corresponding to the time-frequency signal S 43 of the highest frequency and the highest signal strength among the time-frequency signals S 41 -S 45 of the display module. . In another embodiment, the analysis module 142 may calculate the difference between the frequency or intensity of the abnormal time-frequency signals S 43 and S 44 and the normal signal to further infer the correct water leakage position 162 of the underground pipeline 16 .

請參照圖四及圖五,圖四係繪示本發明測漏系統2之第二具體實施例之示意圖,圖五係繪示本發明測漏系統2之第二具體實施例之功能方塊圖。在本發明之第二具體實施例中,本發明測漏系統2包含一訊號量測裝置12、一分析模組142、一通知模組144及一無線模組22。訊號量測裝置12用以接觸埋設有地下管線16之路面18,並針對路面18之複數個量測位置A~E進行訊號量測,藉以產生相對應之複數個漏水訊號S21~S25。無線模組22以電連接於訊號量測裝置12,用以接收該等漏水訊號S21~S25並將該等漏水訊號S21~S25無線傳輸給分析模組142。分析模組142用以接收該等漏水訊號S21~S25後利用時頻分析藉以產生相對應之複數個時頻訊號S41~S45。通知模組144連接於分析模組142,用以接收該等時頻訊號S41~S45。其中,根據通知模組144之每一時頻訊號S41~S45中所對應之頻率與訊號強度,藉以判斷地下管線16之漏水位置162。 Referring to FIG. 4 and FIG. 5, FIG. 4 is a schematic diagram showing a second embodiment of the leak detection system 2 of the present invention, and FIG. 5 is a functional block diagram showing a second embodiment of the leak detection system 2 of the present invention. In the second embodiment of the present invention, the leak detection system 2 includes a signal measuring device 12, an analysis module 142, a notification module 144, and a wireless module 22. The signal measuring device 12 is configured to contact the road surface 18 in which the underground pipeline 16 is embedded, and perform signal measurement on a plurality of measurement positions A to E of the road surface 18, thereby generating a plurality of corresponding water leakage signals S 21 to S 25 . The wireless module 22 is electrically connected to the signal measuring device 12 for receiving the water leakage signals S 21 -S 25 and wirelessly transmitting the water leakage signals S 21 -S 25 to the analysis module 142 . The analysis module 142 is configured to receive the plurality of time-frequency signals S 41 -S 45 by using the time-frequency analysis after receiving the water leakage signals S 21 -S 25 . The notification module 144 is coupled to the analysis module 142 for receiving the time-frequency signals S 41 -S 45 . The leaking position 162 of the underground pipeline 16 is determined according to the frequency and signal strength corresponding to each time-frequency signal S 41 - S 45 of the notification module 144.

再者,分析模組142得為一執行於行動裝置14或雲端伺服器32之應用程式。通知模組144得為一執行於行動裝置14或終端機34 之應用程式。進一步地,通知模組144得為一聲音警示模組,將所接收之該等時頻訊號S41~S45排除非漏水訊號之頻率雜訊後轉換成聲音輸出予以使用者聆聽,以使使用者得藉由不同之聲響或音頻以判斷出漏水位置。 Furthermore, the analysis module 142 is implemented as an application executed by the mobile device 14 or the cloud server 32. The notification module 144 is an application executed on the mobile device 14 or the terminal device 34. Further, the notification module 144 is configured as an audible alarm module, and the received time-frequency signals S 41 - S 45 are excluded from the frequency noise of the non-leakage signal and converted into a sound output for the user to listen to. The sound can be judged by different sounds or audio.

在實際應用上,本發明測漏系統2之訊號量測裝置12可搭配一定位系統,在漏水訊號S21~S25產生時一併傳送當時量測位置A~E給分析模組142,以便後續定位確認。而訊號量測裝置12亦可搭配一拍攝裝置或一預設之街景相片,於漏水訊號S21~S25產生時一併標注其產生位置A~E給分析模組142,以便後續定位確認。 In practical applications, the signal measuring device 12 of the leak detection system 2 of the present invention can be combined with a positioning system to transmit the current measurement positions A~E to the analysis module 142 when the water leakage signals S 21 to S 25 are generated. Subsequent positioning confirmation. The signal measuring device 12 can also be combined with a shooting device or a preset street view photo. When the water leakage signals S 21 to S 25 are generated, the generating positions A to E are marked to the analysis module 142 for subsequent positioning confirmation.

此外,本發明測漏系統2之訊號量測裝置12得為一車載系統,人員可藉由設定車輛之等距行走方式將訊號量測裝置12接觸於所需量測之路面18上,藉以產生可推測之量測位置A~E。該車輛可為汽車、摩托車、三輪車、腳踏車或手推車等可穩定前進之車具。再者,本發明測漏系統2可以為一可攜式穿戴裝置,如一背包形式之裝置,藉由使用者之攜帶移動以達到即時且便利之漏水檢測功效。 In addition, the signal measuring device 12 of the leak detecting system 2 of the present invention can be an in-vehicle system, and the person can contact the signal measuring device 12 on the road surface 18 required for measurement by setting the equidistant walking mode of the vehicle, thereby generating It can be estimated that the measurement position A~E. The vehicle can be a stable forward vehicle such as a car, a motorcycle, a tricycle, a bicycle or a trolley. Furthermore, the leak detection system 2 of the present invention can be a portable wearable device, such as a backpack-type device, which can be moved by the user to achieve an instant and convenient leak detection function.

於另一實施例中,本發明測漏系統2係針對地下管線16之轉接處或彎折處等較易受損處做固定點之單點測漏監控。使用者得利用訊號量測裝置12量測欲監控地下管線16位置之路面18以產生一漏水訊號,而後利用分析模組142將漏水訊號透過時頻分析轉換成對應之時頻訊號,之後比對於相同地點但不同時間所擷取出之時頻訊號內的訊號強度與頻率是否維持一致或於誤差容許區間內,以利判別當下時刻所監測之地下管線16位置是否維持穩定或已經發生漏水,藉以監控 每一較易受損之處是否發生漏水。其中,訊號量測裝置12得搭配無線模組22,藉由無線模組22遠端操控訊號量測裝置12與擷取漏水訊號以達到遠端監控之功效。 In another embodiment, the leak detection system 2 of the present invention performs a single point leak detection of a fixed point for a relatively vulnerable portion such as a transition or a bend of the underground pipeline 16. The user can use the signal measuring device 12 to measure the road surface 18 to monitor the underground pipeline 16 to generate a water leakage signal, and then use the analysis module 142 to convert the water leakage signal into a corresponding time-frequency signal through time-frequency analysis, and then compare Whether the signal strength and frequency in the time-frequency signal taken out at the same place but at different times are consistent or within the error tolerance range, so as to determine whether the position of the underground pipeline 16 monitored at the current time remains stable or has leaked, thereby monitoring Whether there is a leak in every vulnerable area. The signal measuring device 12 is matched with the wireless module 22, and the wireless module 22 remotely controls the signal measuring device 12 and captures the water leakage signal to achieve the remote monitoring function.

相較於習知技術,本發明測漏系統藉由通知模組根據具有最高頻率與最高訊號強度之時頻訊號以判斷漏水訊號,更進一步地,係以時間為橫軸、頻率為縱軸以及顏色為訊號強度之時頻分析呈現地下管線漏水訊號。而漏水訊號搭配相對應之訊號來源位置即可判斷正確的漏水範圍。藉由本發明測漏系統,操作者不需要以自身經驗判斷漏水位置,亦不會被外在環境因素所影響,並提供一個簡單且更有效率的地下水管測漏技術。 Compared with the prior art, the leak detection system of the present invention determines the water leakage signal by the notification module according to the time-frequency signal having the highest frequency and the highest signal strength, and further, the time is the horizontal axis, the frequency is the vertical axis, and The time-frequency analysis of the color signal intensity shows the underground pipeline leak signal. The leaking signal can be used to determine the correct leak range with the corresponding signal source location. With the leak detection system of the present invention, the operator does not need to judge the leak position by his own experience, nor is it affected by external environmental factors, and provides a simple and more efficient underground water pipe leak detection technique.

以上舉較佳實施例,對本發明的目的、技術方案和優點進行了進一步詳細說明,所應理解的是,以上所述僅為本發明的較佳實施例而已,並不用以限制本發明,凡在本發明的精神和原則之內,所作的任何修改、等同替換和改進等,均應包含在本發明的保護範圍之內。 The present invention has been described in detail with reference to the preferred embodiments of the present invention. All modifications, equivalent substitutions and improvements made within the spirit and scope of the invention are intended to be included within the scope of the invention.

Claims (10)

一種測漏系統,用以判斷一地下管線之一漏水位置,該地下管線埋設於一路面之下,其包含有:一訊號量測裝置,用以接觸埋設有該地下管線之該路面,並針對該路面之複數個量測位置進行訊號量測,藉以產生相對應之複數個漏水訊號;一分析模組,用以接收該等漏水訊號並利用一時頻分析藉以產生相對應之複數個時頻訊號;以及一通知模組,連接於該分析模組,用以接收該等時頻訊號;其中,該通知模組依據所接收之該等時頻訊號中具有最高頻率之一時頻訊號,藉以判斷該地下管線之該漏水位置。 A leak detection system for determining a water leakage position of an underground pipeline, the underground pipeline being embedded under a road surface, comprising: a signal measuring device for contacting the road surface buried with the underground pipeline, and for The plurality of measurement positions of the road surface are measured by signals to generate a plurality of corresponding water leakage signals; an analysis module is configured to receive the water leakage signals and use a time-frequency analysis to generate corresponding plurality of time-frequency signals And a notification module connected to the analysis module for receiving the time-frequency signals; wherein the notification module determines the time-frequency signal according to the highest frequency in the received time-frequency signals The leaking position of the underground pipeline. 如申請專利範圍第1項所述的測漏系統,其中該通知模組進一步依據所接收之該等時頻訊號中具有最高訊號強度之該時頻訊號,藉以判斷該地下管線之該漏水位置。 The leak detection system of claim 1, wherein the notification module further determines the water leakage position of the underground pipeline according to the received time-frequency signal having the highest signal strength among the received time-frequency signals. 如申請專利範圍第2項所述的測漏系統,其中根據具有最高頻率與最高訊號強度之該時頻訊號所對應之量測位置,藉以判斷該地下管線之該漏水位置。 The leak detection system of claim 2, wherein the leak position of the underground pipeline is determined according to the measurement position corresponding to the time-frequency signal having the highest frequency and the highest signal strength. 如申請專利範圍第1項所述的測漏系統,其中該訊號量測裝置係在一測漏頻率範圍下,針對該路面之該等量測位置進行訊號量測以產生該等漏水訊號,而該測漏頻率範圍得為200赫茲至800赫茲。 The leak detection system of claim 1, wherein the signal measuring device performs signal measurement on the measurement positions of the road surface to generate the water leakage signals under a leak detection frequency range, and The leak detection frequency ranges from 200 Hz to 800 Hz. 如申請專利範圍第1項所述的測漏系統另包含有一無線模組,其中該無線模組電連接該訊號量測裝置,用以接收該等漏水訊號並將該等漏水訊號無線傳輸給該分析模組。 The leak detection system of claim 1 further includes a wireless module, wherein the wireless module is electrically connected to the signal measuring device for receiving the water leakage signals and wirelessly transmitting the water leakage signals to the Analysis module. 如申請專利範圍第5項所述的測漏系統,其中該分析模組以及該通知模組得為一執行於行動裝置之應用程式。 The leak detection system of claim 5, wherein the analysis module and the notification module are an application executed on the mobile device. 如申請專利範圍第5項所述的測漏系統,其中該分析模組得為一執行於雲端伺服器之應用程式,而該通知模組得為一執行於行動裝置或終端機之應用程式。 The leak detection system of claim 5, wherein the analysis module is an application executed on a cloud server, and the notification module is an application executed on a mobile device or a terminal. 如申請專利範圍第1項所述的測漏系統,其中該測漏系統得設置於一車輛,該車輛得為汽車、摩托車、三輪車或腳踏車。 The leak detection system of claim 1, wherein the leak detection system is disposed in a vehicle, and the vehicle is a car, a motorcycle, a tricycle or a bicycle. 如申請專利範圍第1項所述的測漏系統,其中該時頻分析得為將一時間序列訊號轉換成以時間為橫軸、頻率為縱軸以及顏色為訊號強度之一轉換方法,該轉換方法得使用快速傅立葉轉換(FFT)、希爾伯特-黃轉換(Hilbert-Huang Transform,HHT)或小波轉換(Wavelet Transform)。 The leak detection system according to claim 1, wherein the time-frequency analysis converts a time-series signal into a conversion method using time as a horizontal axis, a frequency as a vertical axis, and a color as a signal strength, the conversion The method uses Fast Fourier Transform (FFT), Hilbert-Huang Transform (HHT) or Wavelet Transform. 如申請專利範圍第1項所述的測漏系統,其中該通知模組係為一顯示模組,該顯示模組係透過以時間為橫軸、頻率為縱軸以及顏色為訊號強度藉以呈現該等時頻訊號。 The leak detection system of claim 1, wherein the notification module is a display module, wherein the display module transmits the signal by using the time as the horizontal axis, the frequency as the vertical axis, and the color as the signal strength. Equal time frequency signal.
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