TW589586B - Method and system to monitor earth scouring - Google Patents

Method and system to monitor earth scouring Download PDF

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Publication number
TW589586B
TW589586B TW90125530A TW90125530A TW589586B TW 589586 B TW589586 B TW 589586B TW 90125530 A TW90125530 A TW 90125530A TW 90125530 A TW90125530 A TW 90125530A TW 589586 B TW589586 B TW 589586B
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Taiwan
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transmitter
soil
radio
depth
soil layer
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TW90125530A
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Chinese (zh)
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Jia-Yi Yan
Jin-Bo Chen
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Jia-Yi Yan
Jin-Bo Chen
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Publication of TW589586B publication Critical patent/TW589586B/en

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  • Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)
  • Testing Or Calibration Of Command Recording Devices (AREA)

Abstract

A method and system to monitor earth scouring are disclosed, which is to bury plural transmitters downward with a predetermined spacing in earth. After earth is scoured, each transmitter is scoured/moved or rotated due to the depth variation of the soured earth, which is sensed by the vibration sensor in the transmitter. Radio signal transmitters emits radio signals with different encoding respectively, the code is received by the signal receiver on the ground and read by computer, so as to monitor and obtain the real-time scouring depth of earth. The detected real-time scouring depth of earth is transmitted to the alarm device for determination to send the warning message at the appropriate time.

Description

589586 五、發明說明(1) 【技術領域】 本發明係有關一種土層沖刷監測方法及其系統,尤指 一種將多數個發報器依預定深度埋入不同深度之土層中, 以於發報器被沖刷後浮起或運動時發報,而能偵知土層之 即時沖刷深度或運動狀況之監測方法及其系統。 【先前之技術】 臺灣山脈高峻,河流短小坡度大,不能容納大量雨水 ,故一遇颱風帶來豪雨,常引發山洪暴漲,沖刷山石,並 以洪水或土石流的型態,沖毀房屋,氾濫農田,造成低窪 地區淹水,甚而破壞道路系統,危害橋樑,嚴重創傷國人 之生命財產,並造成揮之不去,每年一再循環之惡夢。 成大水利及海洋工程糸主任蔡長泰指出· 「近年來, 台灣河床急遽下降,每年平均下降高度約一公尺,在世界 各國中相當少見」。經濟部水利處王瑞德組長指出:「設 計跨越橋樑時,應考量河床局部沖刷及河川流路變遷、河 性不易掌握等因素,判斷橋墩基礎深度」。許多早期設計 之高標準橋樑,如:高速公路中沙大橋,猶無法免於發生 橋基常態性的裸露,令用橋人恐懼;一般標準下設計之鐵 、公路橋樑,(如:高屏大橋、自強大橋等),又何能自 免? 橋樑沖刷監測系統之主要目的,在於即時反映橋樑基 礎支沖刷淘空深度,以資判斷橋樑之安全性,為橋樑安全 監測系統中不可或缺之一環。 請參閱附件一,其係八十九年出版由李有豐及林安彥589586 V. Description of the invention (1) [Technical Field] The present invention relates to a method and system for monitoring soil erosion, especially a method for embedding a plurality of transmitters into a soil layer of different depths according to a predetermined depth. A monitoring method and system capable of detecting the instantaneous scour depth or movement status of the soil layer after being flushed or moving. [Previous technology] Taiwan's mountains are high, the river is short and the slope is large, and it cannot accommodate a large amount of rain. Therefore, when a typhoon brings heavy rain, it often causes flash floods, scouring mountains and rocks, and destroying houses and flooding farmland in the form of floods or earth and rock flows , Causing flooding in low-lying areas, even destroying road systems, endangering bridges, seriously trauma people ’s lives and property, and cause a lingering nightmare that is recycled every year. Cheng Changtai, Director of Water Resources and Ocean Engineering at Chengda University, points out, "In recent years, the river bed in Taiwan has fallen sharply, with an average fall height of about one meter per year, which is relatively rare in countries around the world." Leader Wang Ruide of the Water Resources Department of the Ministry of Economic Affairs pointed out: "When designing a bridge, you should consider factors such as the local erosion of the river bed, changes in the river flow path, and the difficulty of grasping the river properties to determine the depth of the pier foundation." Many early-designed high-standard bridges, such as the Zhongsha Bridge on the expressway, are still inevitable because of the normal exposure of the bridge foundation, which horrifies bridge users; iron and highway bridges designed under general standards (such as the Gaoping Bridge , Ziqiangqiao, etc.), how can you avoid it? The main purpose of the bridge scouring monitoring system is to reflect the scouring depth of the bridge's base support in real time, so as to judge the safety of the bridge, which is an integral part of the bridge safety monitoring system. Please refer to Annex I, published in 1989 by Li Youfeng and Lin Anyan

589586 五、發明說明(2) 所著之橋樑檢測評估與補強一書之部份影本,由附件一中 可知,目前用來監測橋墩沖刷之系統有兩種形式,即表面 型(附件一之圖1 4 — 4 )與埋入型(附件一之圖1 4 一 3 )兩種。 表面型設計之缺點為:一、安裝監測感應器(Sensor s)時,必須大開挖橋基以下部分,使沉箱或樁之一側完 全裸露,在新橋基礎正施工興建時安裝,已不切實際;若 將之用於已存在之舊橋,由於早期設計之橋樑其橋墩深度 普遍不足,故而在施工上更有極度之困難。二、洪水夾帶 土石、異物,在高衝擊力作用下,極易破壞沖刷裸露後之 監測感應器與導管(内含能源供應設施),造成該線路中 斷,所有監測功能永久喪失。這種情形極可能在一次洪水 來臨之初期或中期即已發生,所得到之「最大沖刷深度」 自然無法令人同意。更重要的是,萬一破壞發生,則必須 將整個線路中之監測感應器與導管重新施工安裝,無法以 有限之經費,恢復原有監測之功能。另外尚有監測點太接 近下部基礎,無法隨意移動至其他位置之困難。 埋入型設計之缺點為··一、安裝時必須在橋墩基礎版 上鑽孔,施工極為困難。二、由於係機械式的構造,極易 因磨損、錯位、齒輪或鏈條變形而造成操作困難或失敗。 三、仍有部分管道、機械裝備必須埋附於沉箱或樁之一側 ,易受洪水侵襲,同時亦有大開挖裝設、施工之不便性。 有鑑於上述之缺點與不確定性,吾人必須以另一種思 考模式,發展一套施工方便,不怕洪水衝襲且安全可靠的589586 V. Description of the invention (2) Part of the photo of the book Bridge Inspection Evaluation and Reinforcement, as can be seen from Annex I, there are two forms of the system currently used to monitor the pier scour, namely the surface type (picture of Annex I) 1 4 — 4) and embedded type (Figure 1 4-3 of Annex 1). The disadvantages of the surface design are as follows: 1. When installing the sensor, it is necessary to excavate the part below the bridge foundation so that one side of the caisson or pile is completely exposed. It is not practical to install it when the new bridge foundation is under construction. If it is used for an existing existing bridge, the bridge pier depth in the early design is generally insufficient, so it will be extremely difficult in construction. 2. Earth, rocks, and foreign objects engulfed in floods can easily damage the exposed monitoring sensors and ducts (containing energy supply facilities) under high impact forces, causing the line to be interrupted and all monitoring functions to be permanently lost. This situation is likely to have occurred at the beginning or middle of a flood, and the “maximum scour depth” obtained naturally cannot be agreed. More importantly, in the event of damage, the monitoring sensors and ducts in the entire line must be rebuilt and installed, and the original monitoring function cannot be restored with limited funds. In addition, there is still the difficulty that the monitoring point is too close to the lower foundation and cannot be moved to other locations at will. The disadvantages of the embedded design are as follows: 1. It is necessary to drill holes in the foundation of the bridge pier during installation, which makes construction extremely difficult. 2. Due to the mechanical structure, it is easy to cause operation difficulties or failure due to wear, misalignment, deformation of gears or chains. 3. There are still some pipelines and mechanical equipment that must be buried on one side of the caissons or piles, which is susceptible to floods, and also has the inconvenience of large excavation, installation and construction. In view of the above-mentioned shortcomings and uncertainties, we must use another thinking model to develop a set of constructions that are convenient for construction, not afraid of floods, and safe and reliable.

589586 五、發明說明(3) -— 儀器系統,若此系統尚能在河床中任意位置~ 賴橋墩基礎固定,則其使用上將更具進步性安裝’不必倚 【目的及功效】 本發明之主要目的,在於解決上述 I 勺問題而接你 土層沖刷監測方法及其糸統,由於監測用之 故供一種 被由上向下間隔埋設於土層中,因此當土層各個發報器係 會依不同之沖刷深度而逐一地將不同之發^,沖刷時,便 浮起,以由發報器内之震動感應器偵知裔沖刷移動或 發射器分別發出不同編碼之無線電信號,^由2線電信號 之信號接收設備接收後由電腦讀碼,而 j由设於地面上 層即時沖刷深度之功效。 j達到監測得知土 本發明之次一目的,係在於藉由將 深度傳輸至預警裝置判讀’而能適時發:^知之即時沖刷 之作用。 g訊,達到預警 【技術内容】 本發明係提供一種土層沖刷監測方法 層沖刷監測系統包括: 及其糸統。該土 :數個發報器,該發報器中設 h唬發射器,俾於該發報器汉應益及無線電 線電信號發射器發射出—編 L 或旋轉時,由無 ^ ^ 編碼之無線電信號. ^ 一無線電接收設備,用以接收發報器所π 仏號,並藉電腦解讀編瑪_ 务射出之編碼 ; 彳°唬以侍知§亥發報器之所在位置 一預警裝置 以 /、/、14無線電接收設備之電腦589586 V. Description of the invention (3) --- Instrument system, if this system can still be fixed at any position in the river bed ~ Lai Bridge Pier foundation is fixed, its use will be more progressively installed 'do not rely on [purpose and effect] The main purpose is to solve the above-mentioned problems and connect your soil layer scour monitoring method and its system. Because of monitoring purpose, it is buried in the soil layer from top to bottom. Therefore, when each transmitter of the soil layer is connected, Send different hairs one by one according to different scouring depths. When scouring, they will float up and use the vibration sensor in the transmitter to detect the scouring movement or the transmitter to send out different coded radio signals, respectively. 2 by 2 wires The signal receiving device of the electric signal is read by the computer after receiving the signal, and j is provided by the effect of real-time scouring depth on the upper layer of the ground. j Achieving monitoring and learning soil A second purpose of the present invention is to enable timely transmission of the effect of knowing by transmitting depth to the early warning device for interpretation '. G message, early warning [Technical content] The present invention provides a soil erosion monitoring method. The layer erosion monitoring system includes: The soil: several transmitters, which are equipped with h transmitters. When the transmitter Han Yingyi and the radio signal transmitters emit-edit L or rotate, the radio signals are encoded without ^ ^ ^ A radio receiving device, used to receive the π 发 number sent by the transmitter, and interpret the encoding code of the computer by a computer; 彳 ° aid the location of the transmitter, an early warning device, /, /, 14 Computers for radio receiving equipment

第7頁 589586 五、發明說明(4) 接收所偵知之資訊加以判讀,俾藉以適時發出警訊。 本發明之土層沖刷監測方法,係於土層中埋設多數個 由上向下間隔設置之發報器,於土層被沖刷時,各發報器 會因土層沖刷深度不同而逐一被沖刷移動,而分別發出不 同編碼之無線電信號,以由設於地面上之信號接收機接收 後讀碼,藉以監測得知土層之即時沖刷深度,再將所偵知 之即時沖刷深度傳輸至預警裝置以適時發出警訊。 本發明之上述及其他目的與優點,不難從下述所選用 實施例之詳細說明與附圖中,獲得深入了解。 當然,本發明在某些另件上,或另件之安排上容許有 所不同,但所選用之實施例,則於本說明書中,予以詳細 說明,並於附圖中展示其構造。 【實施例之詳細說明】 請參閱第1圖至第4圖,圖中所示者為本發明所選用 之實施例結構,此僅供說明之用,在專利申請上並不受此 種結構之限制。 本發明係一種土層沖刷監測之方法及其系統,該土層 沖刷監測系統包括: 多數個發報器1 ,該發報器1具有一由耐沖擊不易碎 裂塑膠製成之防水密封的中空球狀殼體1 1 ,該殼體1 1 内設有一重塊1 2、一震動感應器1 3及一無線電信號發 射器1 4 ,於本實施例中該震動感應器1 3係為一真空磁 簧開關,該發報器1之整體配置會使其比重小於一而呈一 浮體之形態,且該發報器1係以重塊1 2位在一側或上方Page 7 589586 V. Description of the invention (4) Receive the detected information for interpretation, so as to issue a timely warning. The soil layer scouring monitoring method of the present invention is embedded in the soil layer with a plurality of transmitters arranged from the top to the bottom. When the soil layer is washed, each transmitter will be washed and moved one by one due to the different soil depth. Radio signals with different codes are sent separately to be read by the signal receiver installed on the ground to monitor the real-time scour depth of the soil layer, and then transmit the detected real-time scour depth to the early warning device for timely transmission. Warning. The above and other objects and advantages of the present invention can be easily understood from the detailed description and accompanying drawings of the selected embodiments below. Of course, the present invention allows some differences in the arrangement or arrangement of other parts, but the selected embodiment is described in detail in this specification and its structure is shown in the drawings. [Detailed description of the embodiment] Please refer to FIG. 1 to FIG. 4. The figure shows the structure of the embodiment of the present invention. This is for illustration purposes only and is not subject to such structure in patent applications. limit. The invention relates to a method and a system for monitoring soil erosion, and the soil erosion monitoring system includes: a plurality of transmitters 1 having a waterproof and sealed hollow ball shape made of impact-resistant and non-fragile plastic. The housing 1 1 is provided with a weight 1 2, a vibration sensor 13 and a radio signal transmitter 1 4. In this embodiment, the vibration sensor 13 is a vacuum magnetic spring. Switch, the overall configuration of the transmitter 1 will make its specific gravity less than one and it will be in the form of a floating body, and the transmitter 1 is with a weight of 12 on one side or above

第8頁 (5) 五、發明說明 之平衡而 一底座1 之電池及 1 2所在 震動感應 由無線電 一無 為1 4發 腦2 i連 刷之即時 一預 之電腦2 讀,俾藉 本發 預定之深 2圖所示 度不同而 或旋轉而 上之信號 時沖刷深 丨以適時 不穩定形態 5上’而該 —天線,該 之—側,即 二1 3感應 ^號發射器 線電接收設 射出之編碼 接’俾藉電 沖刷深度。 警裝置3 , 1連接,以 以適時發出 明之土層沖 度間隔埋設 ’於土層被 逐一被沖刷 分別發出不 接收設備2 度,再將所 發出警訊。 ’如弟3圖所示 無線電信號發射哭=水膠A黏著於 天線係設置於咬;:4内含一長效型 如第3圖中所;工内相對於重塊 到發報器1被C處,俾於該 i ί ϋ 碼之無線電信號。 n,1 ·⑯由無、線電信號發射 L號’该無線電接收設備一電 細2 1解讀編瑪信號以得知土層被沖 該預 接收 警訊 刷監 多數 沖刷 移動 同編 接收 债知 警裝 所偵 Ο 測方 個含 時, ,當 碼之 後讀 之即 置3 知之 法, 底座 各發 各發 無線 碼, 時沖 係與無線 即時沖刷 係於土層 1 5之發 報器1會 報裔1被 電信號, 藉以監測 刷深度傳 電接收設備2 深度並加以判 中由上向下依 報器1 ,如第 因土層沖刷深 沖刷時會震動 以由設於地面 得知土層之即 輪至預警裝置 以利用本發明之土層沖刷監測方法與 附近瞬時發生的即時沖刷深度為例,其統來監測橋墩 常用之標準貫入試驗施工法將多數個二^ =大地工程鑽探 “座1 5之發報器Page 8 (5) V. The balance of the invention description, the battery of a base 1 and the vibration of 1 2 are sensed by the radio, nothing, 4 hair, brain 2 i, and a real-time pre-reading computer 2 to read. The depth shown in the figure 2 is different when the signal is different or rotated upwards. The signal is washed in a timely and unstable form. 5 and the antenna, the other side, that is, the 2 1 3 induction ^ transmitter cable electrical receiving device The injected code is connected to the scour depth by electricity. The police devices 3 and 1 are connected, and they are buried at the interval of the soil layer at the appropriate time. ’The soil layer is washed away one by one, and the non-receiving equipment is sent 2 degrees, and then the warning signal is issued. 'As shown in Figure 3, the radio signal is transmitted crying = water glue A is attached to the antenna system and set to bite;: 4 contains a long-acting type as shown in Figure 3; relative to the heavy block to the transmitter 1 is C At the radio signal of the i ί code. n, 1 · No. L is transmitted by wireless and electric signals. 'The radio receiving device is a telegram. 2 1 Interpret the code signal to learn that the soil layer was washed. The police station detects 0, when the code is read, it is set to 3, and the base sends each wireless code. The time stamp and wireless real-time flushing are in the soil layer. The transmitter 1 will report. 1 The electrical signal is used to monitor the depth of the brush transmission device. 2 The depth is judged from the top to the bottom. 1 For example, if the first layer is washed by the soil layer, it will vibrate when the deep layer is washed. The turn-based early warning device takes the soil erosion monitoring method of the present invention and the instantaneous instantaneous erosion depth in the vicinity as an example. It is used to monitor the standard penetration test commonly used in bridge pier construction methods. Sender

第9頁 589586 五、發明說明(6) ! ”向下,定之深度間隔埋設 ~ απ〜1 0 〇 CD1處之土層 存側约5 〇 處 + &處通吊為最大沖刷深度發生 。當發報器1與底座Ί 此時發報器1係被土属::土 3 :爰親水膠Α會被溶解, ;原先重塊…在=座15上,而保 震動感應器1 3呈斷路狀離 千衡而不穩定形態,使 當河水不斷對土層進二;刷 /衣,而使各發報器i逐_ j的,衣度會逐漸加 露出土層移動時,如第刷而:出土層’當發報器1 以重塊12位在—會於水中浮起,且發報器ί; 層t,因此,發報哭;土::平衡而不穩定形態埋設於土 擊而震動,令發報;=中便會因被河水沖 平衡之狀態,旋轉或==使重塊t2朝下以形成 該震動威;《哭1 q ^ s被震動感應器1 3感知,使 倒通Ιί空磁菁開關)接通電源後由⑽ C電信號’直到完全無電力為止,而該無線ΐ; 射器!4發射功率大約25〇Mw,在波段有效電, :徑約為3 km,且該無線電信號發射器i 4内含之 2係為裡電池,在放置2 4個月後,尚保持有6 5 %之 $力,若無線電信號發射器丄4以2 5 〇 Mw發射功率, :1匕分鐘的發射信號時間。該發報器工浮起時,會使2 、,電信號發射器1 4之天線朝上以利於無線電信號之傳^ 第10頁 _1 589586Page 9 589586 V. Description of the invention (6)! ”Downward, buried at a fixed depth interval ~ απ ~ 1 0 〇CD1 soil layer on the side of about 50 places + & pass through for maximum scour depth occurs. When Transmitter 1 and base Ί At this time, Transmitter 1 is covered by soil :: Soil 3: 爰 Hydrophilic glue A will be dissolved; the original weight ... on the seat 15, and the vibration sensor 13 is disconnected. Thousands of instability form, so that when the river continues to enter the soil layer; brush / clothing, and make each transmitter i by _ j, the degree of clothing will gradually increase the exposure of the soil layer, such as the first brush: the unearthed layer 'When the transmitter 1 is in the weight of 12 bits, it will float in the water, and the transmitter will be lifted; layer t, therefore, the report will cry; soil :: a balanced and unstable form buried in the soil and vibrates, making the report; = Due to the state of being balanced by the river water, the center will rotate or == make the weight t2 face down to form the vibrating power; "Cry 1 q ^ s is sensed by the vibration sensor 1 3, so that the magnetic switch is turned on.) After the power is turned on, the signal will be “C” until there is no power at all, and the wireless transmitter; 4 The transmitting power is about 25 MW, which is effective in the band. : The diameter is about 3 km, and the 2 series included in the radio signal transmitter i 4 is a battery. After 24 months of storage, it still maintains 65% of the force. If the radio signal transmitter 丄 4 With a transmission power of 250 MW, a transmission time of 1 dmin. When the transmitter is floating, the antenna of the electric signal transmitter 14 will be directed upward to facilitate the transmission of radio signals. ^ Page 10 _1 589586

向舔無線電接 ,當無線電接:設備2 ; = = ΐ橋樑上或橋頭處 射出之益線電=f收到無線電信號發射器1 4所發 ::之…、、.泉“5號後,由於每個發報 信號,且被埋設於土層t 0曰么出不同之 讀碼以判定該發報哭i /又处,因此能由電馮2 1 而可得知河水對埋設於土層令多少深度處, 測知之沖刷深度資:以有線:電腦會將所 防治中心之預警襄置3,以由預^:專輸到設於災難 ,並依預設值之警戒值、行動值等適=判讀該沖刷深度 鎖警報,以防止炎難發生。、τ發佈警戒警報或封 田發報為1埋設兩年後,長效 不足,此時只要以標準貫入試驗施工之電力可能會 器1至土層中即可繼續進行監測之工2重新埋設新的發報 系統,其耗用之成本十分低廉。 作,而不需更換整組 而發報器1之殼體1 1可依實 形狀,例如:運用在河床之土芦e ^之需要設計成不同 體之形態,以符所需。 9皿/、上可製成球狀或立方 1然,本發明之土層沖刷監測方 土石k危險區來監測土石流之發 / 一糸統亦可運用在 流改道發生區來進行監測河流4:迷及流向或運用在河 運用在土石流危險區時可:X生之主流改道狀況。 之發生流速及流向,且為能長期監1勒效應監測土石流 之充電系、统,並以較細之電源線;接層,可加設太陽能 至各發報器1進行充Connect to the radio, when the radio is connected: device 2; = = 益 The benefit line electricity emitted on the bridge or at the bridge head = f received the radio signal transmitter 14 issued by :: 之… 、、. 泉 “No. 5, Since each transmission signal is buried in the soil layer t 0, a different reading code is used to determine the transmission signal i / again, so it can be known from the electric Feng 2 1 how much the river water is buried in the soil layer. At the depth, the measured depth of scouring depth: Wired: The computer will set the early warning of the control center to 3, so that it can be pre-set to the disaster setting, and based on the preset warning value, action value, etc. = Interpret the scour depth lock alarm to prevent the occurrence of inflammation., Τ issued a warning alarm or closed the field and reported that it was 1 after being buried for two years, and the long-term effect is insufficient. At this time, as long as the power that passes through the test construction according to the standard may be 1 to the soil layer You can continue to monitor the work 2 to re-embed a new reporting system, the cost of which is very low. It can be used without replacing the entire group. The housing 1 of the transmitter 1 can be in accordance with the actual shape, for example: used in The soil of the river bed is designed in different shapes to meet the requirements. 9 /, Can be made into a sphere or cubic1. However, the soil erosion of the present invention monitors the danger zone of earth and rock to monitor the occurrence of earth and rock flow. / A system can also be used to monitor the river in the area of flow diversion. Or when the river is used in the earth-rock flow danger zone, it can: the mainstream diversion of X students. The flow velocity and flow direction occur, and it is a charging system and system that can monitor the earth-rock flow for a long-term monitoring of the effect, and use a thinner power cord; Layer, can add solar energy to each transmitter 1 for charging

589586 五、發明說明(8) 電,當土石流發生時,電源線便會斷離、脫落,而使發報 器1被沖刷移動。 此外,亦可將本發明之土層沖刷監測系統設置於河道 中,以長期監測該河流之水文地質環境的變化,而進行此 項長期監測工作時即不需使用預警裝置3 ,僅由電腦2 1 記錄沖刷深度之資料即可,以作為日後於該河道中進行工 程時之參考數據。 綜上所述,由於監測用之各發報器1係被由上向下間 隔埋設於土層中,因此當土層被沖刷時,便會依不同之沖 刷深度而逐一地將不同之發報器1沖刷移動,以由發報器 1内之震動感應器1 3偵知,並由無線電信號發射器1 4 分別發出不同編碼之無線電信號,以由設於地面上之信號 接收設備2接收後由電腦2 1讀碼,而可達到監測得知土 層即時沖刷深度之功效;再者,藉由將所偵知之即時沖刷 深度傳輸至預警裝置3判讀,而能適時發出警訊,達到預 警之作用。 當然,本發明之實施仍存在許多例子,其間僅細節上 的變化。例如,除了在橋樑上裝設一組信號接收設備2外 ,亦可在在橋之下游約5 0 0 m處再裝1至2組接收天線 ,以為備份。信號接收後,統一經由有線或無線傳輸,送 至安全地帶之電腦2 1處理、分析。 以上所述實施例之揭示係用以說明本發明,並非用以 限制本發明,故舉凡數值之變更或等效元件之置換仍應隸 屬本發明之範疇。589586 V. Description of the invention (8) Electricity. When earth and rock flow occurs, the power line will be disconnected and dropped off, causing the transmitter 1 to be washed and moved. In addition, the soil erosion monitoring system of the present invention can also be installed in a river channel to monitor the changes in the hydrogeological environment of the river for a long time, and this long-term monitoring work does not require the use of an early warning device 3, and only the computer 2 1 It is sufficient to record the data of the scour depth, which can be used as the reference data when the project is carried out in the river channel in the future. In summary, since the transmitters 1 for monitoring are buried in the soil layer from the top to the bottom, when the soil layer is washed away, different transmitters 1 will be one by one according to different scour depths. The scouring movement is detected by the vibration sensor 1 3 in the transmitter 1, and the radio signal transmitter 14 sends out differently coded radio signals to be received by the signal receiving device 2 on the ground and then by the computer 2 1 reading code, and can achieve the effect of monitoring the real-time scour depth of the soil layer; further, by transmitting the detected real-time scour depth to the early warning device 3 for interpretation, a warning signal can be issued in time to achieve the effect of early warning. Of course, there are many examples of the implementation of the present invention, with only the details changed. For example, in addition to installing a set of signal receiving equipment 2 on the bridge, one or two sets of receiving antennas can also be installed about 500 m downstream of the bridge for backup. After the signal is received, it is transmitted via wired or wireless transmission to the computer 21 in a safe area for processing and analysis. The disclosure of the embodiments described above is used to illustrate the present invention, and is not intended to limit the present invention. Therefore, any change in the value or replacement of equivalent components should still belong to the scope of the present invention.

第12頁 589586 五、發明說明(9) 由以上詳細說明,可使熟知本項技藝者明暸本發明的 確可達成前述目的,實已符合專利法之規定,爰提出專利 申請。 附件一:八十九年出版由李有豐及林安彥所著之橋樑檢測 評估與補強一書之部份影本Page 12 589586 V. Description of the invention (9) From the above detailed description, those skilled in the art can understand that the present invention can indeed achieve the aforementioned purpose, and that it has actually complied with the provisions of the Patent Law and filed a patent application. Attachment 1: Partial copy of the book Bridge Inspection, Evaluation and Reinforcement, published by Li Youfeng and Lin Anyan in 1989

第13頁 589586 圖式簡單說明 第1圖係本發明之土層沖刷監測系統之配置圖 第2圖係本發明之土層沖刷監測系統埋設之示意圖 第3圖係本發明之發報器黏合於底座埋設於土層 中之示意圖 第4圖係本發明之發報器被沖刷後浮起之示意圖 【圖號說明】Page 13 589586 Brief description of the diagram. Figure 1 is the configuration diagram of the soil erosion monitoring system of the present invention. Figure 2 is a schematic diagram of the soil erosion monitoring system of the present invention. Figure 3 is the transmitter of the present invention glued to the base. Schematic diagram of buried in the soil layer. Figure 4 is a schematic diagram of the transmitter of the present invention floating after being washed away. [Illustration of drawing number]

殼體1 1 震動感應器1 3 底座1 5 電腦2 1 親水膠A (本發明部分) 發報器1 重塊1 2Housing 1 1 Vibration sensor 1 3 Base 1 5 Computer 2 1 Hydrophilic glue A (part of the present invention) Transmitter 1 Weight 1 2

無線電信號發射器1 4 無線電接收設備2 預警裝置3 位置BRadio signal transmitters 1 4 Radio receiving equipment 2 Early warning devices 3 Position B

第U頁Page U

Claims (1)

589586 六、申請專利範圍 1 · 一種土層沖刷監測方法,其係於土層中埋設多數個由 上向下依預定深度間隔埋設之發報器,於土層被沖刷 時,各發報器會因土層沖刷深度不同而逐一被沖刷移 動,當各發報器被沖刷時會震動或旋轉而分別發出不 同編碼之無線電信號,以由設於地面上之信號接收設 備接收後讀碼,藉以監測得知土層之即時沖刷深度, 再將所偵知之即時沖刷深度傳輸至預警裝置以適時發 出警訊。 2 · —種土層沖刷監測系統,其包括: 多數個發報器,該發報器具有一防水密封之殼體 ,該殼體内設有一重塊、一震動感應器及一無線電信 號發射器,該無線電信號發射器内含一長效型之電池 ,俾於該震動感應器感應到發報器被沖刷而震動或旋 轉時,由無線電信號發射器發射出一編碼之無線電信 號; 一無線電接收設備,其係供接收由無線電信號發 射器發射出之編碼信號,該無線電接收設備係與一電 腦連接,俾藉電腦解讀編碼信號以得知土層被沖刷之 即時沖刷深度。 3 ·依申請專利範圍第2項所述之土層沖刷監測系統,其 中更包括一預警裝置,該預警裝置係與無線電接收設 備之電腦連接,以接收所偵知之即時沖刷深度並加以 判讀,俾藉以適時發出警訊。 4 ·依申請專利範圍第2項所述之土層沖刷監測系統,其589586 VI. Scope of patent application1. A soil erosion monitoring method, which consists of a plurality of transmitters buried in the soil layer from top to bottom at predetermined depth intervals. When the soil layer is washed, each transmitter will be affected by soil. Layers have different scouring depths and are scoured one by one. When each transmitter is shaken, it will vibrate or rotate to emit radio signals with different codes. The signals will be read by the signal receiving device installed on the ground to monitor the soil. The real-time scour depth of the layer, and then transmit the detected real-time scour depth to the early warning device to issue a warning signal in a timely manner. 2 · —Soil layer erosion monitoring system, including: a plurality of transmitters, the transmitters have a waterproof and sealed housing, the housing is provided with a weight, a vibration sensor and a radio signal transmitter, the radio The signal transmitter contains a long-lasting battery. When the vibration sensor senses that the transmitter is washed away and shakes or rotates, the radio signal transmitter emits a coded radio signal; a radio receiving device, which is It is used to receive the encoded signal transmitted by a radio signal transmitter. The radio receiving device is connected to a computer, and the computer decodes the encoded signal to know the instantaneous scour depth of the soil layer being washed away. 3. The soil erosion monitoring system according to item 2 of the scope of the patent application, which further includes an early warning device, which is connected to the computer of the radio receiving equipment to receive the detected instantaneous erosion depth and interpret it, 俾In order to issue a timely warning. 4 · The soil erosion monitoring system described in item 2 of the scope of patent application, which 第15頁 589586 六、申請專利範圍 中該發報器之殼體係以重塊位在一側之平衡而不穩定 形態,由親水膠黏著於一底座上,使發報器與底座埋 入土層後親水膠會被溶解,俾使土層被沖刷後該浮球 發報器會移動而旋轉或震動,以由震動感應器偵知並 由無線電信號發射器發射出編碼信號。 5 ·依申請專利範圍第2項所述之土層沖刷監測系統,其 中該震動感應器係為一真空磁簧開關。 6 ·依申請專利範圍第2項所述之土層沖刷監測系統,其 中該發報器係被製成整體比重小於一之浮體形態。 7 ·依申請專利範圍第6項所述之土層沖刷監測系統,其 中該發報器之無線電信號發射器之天線係設置於殼體 内相對於重塊所在之一側,俾於該發報器浮起時,能 使無線電信號發射器之天線朝上以利於無線電信號之 傳送。Page 15 589586 6. In the scope of the patent application, the housing of the transmitter is in a balanced and unstable form with a heavy block on one side. It is adhered to a base by a hydrophilic glue, so that the transmitter and the base are buried in the soil layer. It will be dissolved. After the soil layer is washed away, the floating ball transmitter will move and rotate or vibrate, so as to be detected by the vibration sensor and the encoded signal to be transmitted by the radio signal transmitter. 5. The soil erosion monitoring system according to item 2 of the scope of the patent application, wherein the vibration sensor is a vacuum reed switch. 6. The soil erosion monitoring system according to item 2 of the scope of the patent application, wherein the transmitter is made into a floating body with an overall specific gravity of less than one. 7. The soil erosion monitoring system according to item 6 of the scope of the patent application, wherein the antenna of the transmitter's radio signal transmitter is located in the casing opposite to the side where the weight is located, and the transmitter floats on the transmitter. At the beginning, the antenna of the radio signal transmitter can be directed upward to facilitate the transmission of radio signals. 第16頁Page 16
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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
TWI667455B (en) * 2017-09-05 2019-08-01 National Applied Research Laboratories Hydrological structure monitoring system
CN111771631A (en) * 2020-07-14 2020-10-16 中国水利水电科学研究院 Hydro-fluctuation belt water and soil conservation system and method

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
TWI667455B (en) * 2017-09-05 2019-08-01 National Applied Research Laboratories Hydrological structure monitoring system
US10914855B2 (en) 2017-09-05 2021-02-09 National Applied Research Laboratories Geomorphological structure monitoring system
CN111771631A (en) * 2020-07-14 2020-10-16 中国水利水电科学研究院 Hydro-fluctuation belt water and soil conservation system and method

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