M423827 、 五、新型說明： 备 、· > ·: 【新型所屬之技術領域】 本創作係關於一種河川水文的量測，特別指一種河川多 項水文參數的自動量測系統。 【先前技術】 在整個颱風洪水過程中（以下簡稱為全洪程）量測水文 • 參數，如：水位、水流流速、河床面高程、水流含砂濃度等， 疋/可川洪水預警及其它構造物如橋梁安全預警系統等之基 礎。但是目前除水位外’其它水文參數量測多以人工方式進 行。 以量測河床面高程為例，傳統方法細驗或鋼索綁一 重物，再由操作人員垂放人水中直至河底，由橋面高程扣除 繩索長度即得河床面高程。但繩索或鋼索易隨風晃動且不完 • 全垂直河面，會有一弧度，因此放出之繩索長度會超過實際 垂直距離。尤其在趟風期間，受風力及水流沖擊影響，繩索 或鋼索之弧度更大，測量誤差也隨著增大。 在實際操作過程中，因颱風期間風雨交加，且洪水水流 強勁，在考量人員安全或者在橋梁封閉的情況下，難以全天 候實施人工觀測，導致錯失尖峰流量通過的時刻，對於洪水 預警以及事後分析檢討幫助有限。 雖然目前河川管理單位正嘗試恢復推動全洪程觀測，惟 受限於人力及設備，單次人工觀測的時間通常為2小時以上 3 (單次觀測通常要施作4至5條測線），每日能制的數據組 數有限；此外賴、豪雨會導致視線不佳，對人8安全及觀 測準確性有莫大影響’因此亟需—套自動化系絲取代人工 觀測方法。 【新型内容】 本創作之主要目的，係提供—種能同時間量測河川多項 水文參數的自動系統，包含：—水位計，剌電波或音波的 發射及反射計算該水位計到水面的距離，再以水位計所在位 置的高程扣除輯即得水面高程（即雜）；-表面流速計 ’應用電波或音波以都普勒原理量測水面流速；-重錘探測 器’由重錘、水壓計、泥砂濃度計、流速計構成：水壓計， 應用水壓量測得到水深；泥砂濃度計，_音_普勒原理 量測泥砂濃度；流料，利職杯式或㈣式或電阻式散熱 速率原理制各種水下深度之流速。泥砂濃度計、流速計與 水壓計同辆作可飾不同水雜置之泥砂濃歧流速。當 水壓·4·床面時，量到的水深即為水面到河床面的距離 ’再由刖面㈣的水面S程（即水位）扣除距離即得河床面 而程。由刊_得到的河床面高軸比較即制河床沖刷 (或淤積）深度。 本案的多功能河川水文自動量測系統之一實例的詳細架 構包含-支撐架，該支撲架位於橋面下，有—立板連接橋面 板下方’立板下為—平板；該支#架用以©定所有量測單元 M423827 / ;-防水輔，跡水_錄支雜之平板JLS，該防水 • 鐵箱内含：—訊號處理機及資料儲存設備位在該防水鐵箱内 ，該訊號處賴及資_存設備可在設定時_，發出訊號 使各種量測儀H分別量_水位及水絲面流速等；—捲揚 機位在該防水鐵箱内，且包含一鋼索，至少一防水電線（傳 輸訊號）及至少一滑輪；其中該鋼索延伸出防水鐵箱，用以 巾放巾工圓柱型重錘獅彳|| ;該鋼索外繞防水電線，該電 Φ 線則用於傳輸各種量測儀器的訊號至訊號處理器；該鋼索可 以升降，所以可取得在不同水_水文參數資料；—水壓計 ’該水壓計位於柱型重錘探測ϋ之中空空間内，用於 畺測水壓，利用公式轉換即可得到水壓計所在位置之水深； 其中斜空u柱形重錘係位於鋼索之末端，該巾空圓柱形重 鐘之中空空_含水壓計，驗將水壓計沉人水巾並到達河 床，當該中空圓柱形重錘沉人水中，内含的水壓計開始量測 鲁水壓，水壓經公式轉換後即得水壓計所在位置之水深；當該 中空圓柱形f剩達河床，水即不再變化，因此可由水壓 疋否達咖定值來判_中空圓柱形重錘是否到達河床。 【實施方式】 有關本案創作為達目的所運用之技術手段，茲謹再配合 圖式一，二及三所示之實施例，詳細說明本案之如下： 本案主要是提出一種河川多項水文參數的自動量測方法 及系統，包含一水位計，應用電波或音波的發射及反射得水 5 M423827 位；一表面流速計，應用電波或音波以都普勒原理量測水面 . 流速；一重錘探測器，由重錘、水壓計、泥砂濃度計、流速 5十構成.水壓計，應用水壓量測得到水深；泥砂濃度計，利 用音波都普勒原理量測泥砂濃度；流速計，量測备種水下深 度之流速。泥砂濃度計、流速計與水壓計同時運作可得到不 同水深位置之泥砂濃度及流速。當水壓計沉到河床面時量 到的水深即為水面到河床面的距離，再由前面得到的水面高 ❿ 程（即水位）扣除距離即得河床面高程。由不同時刻得到的 河床面两程相比較即得到河床沖刷（或於積）深度。 本案之多功能河川水文自動量測系統之結構，如圖一所 示，包含： 支樓条10，該支擇架10位於橋面下，該支樓架包 含一立板11連接橋面板下方，立板u下為一平板12，平板 12上有一防水鐵箱20，平板12下方則安放一水位計3〇及流 鲁速計40。該支撐架1〇用以固定所有量測單元。 一防水鐵箱20，該防水鐵箱20位於支撐架之平板12 上方，内含：訊號處理器21、資料儲存設備22、通訊設備23 、捲揚機24、鋼索25、防水電線（傳輸訊號）26及滑輪27 。該防水鐵箱20内之訊號處理器21及資料儲存設備22可由 σΡ輕便型電胳I元成。而該防水鐵箱内2〇之捲揚器24連接 一鋼索25，該鋼索25延伸出防水鐵箱2〇，用以吊放中空圓 柱型重錘50及超音波式泥砂濃度量測計6〇。 其中該鋼索25 —端連接該防水鐵2〇箱内之捲揚器μ， M423827 另一端延伸出該防水鐵箱20並垂下用以吊放該中空圓柱形重 鍾50。該鋼索25外繞防水電線26，該電線26則用於傳輪泥 沙濃度量測計60及水壓計55訊號至訊號處理器21。因為該 鋼索25可以升降’所以可取得不同水深的水流含砂濃度。 一訊號處理機21及資料儲存設備22，該訊號處理機及 21資料儲存設備22可在設定時間内，發出訊號使水位計3〇 、表面流速計40分別量測出水位高度及水流表面流速。同時 ，訊號處理器21發出訊號啟動捲揚機24，放出鋼索25、防 水電線26、中空圓柱形重錘5〇、水壓計55及泥砂濃度量測 计60。該訊號處理機21可自行設定時間間距自動量測水文參 數，並將資料儲存於資料儲存設備22中。且因為利用電腦控 制量測，所以無人員操作安全之顧慮，量測準確性高於人工 方式’且不受天候、夜間視線不良或橋梁封閉之影響。 本案中的通訊設備23可以是有線及無線的連接，用於將 相關訊號處理機及㈣儲存設備連接猶端的控制端，所以 使用者可以進行遠端的遙控及資料傳送、分析等。人員無需 在現場，甚至能以行練置如平板電腦等㈣伽進行量測 任務。 一水位計30，該水位計30位於支撐架1〇之平板12下方 ’與支撐架10之立板對齊，該水位計3〇為一超音波或雷 達波式水料，彻發出及反狀峨_得水面高程。 -表面流速計40，該流速計40位於支擇架1〇之平板12 下方’雜料40為-雷達波式或·追縱式流速計，利用 7 M423827 發出及反射之訊號或影像比對來測得水流表面流速。 該中空圓柱形重鐘50位於鋼索25之末端，用於將水壓 計55、泥砂濃度量測計60沉入水中並到達河床，該中空圓柱 形重錘50之中空空_含水壓計55。當該中空陳形重鐘 50沉入水中’内含財壓計55開始量測水壓，水壓經公式轉 換後即得水壓計55所在位置之水深^ #該中空圓柱形重鐘5〇 到達河床，水壓即不再變化’因此可由水壓是否達到固定值 來判斷該中空圓柱形重錘50是否到達河床。 該水壓計55位於中空圓柱形重錘5〇之中空空間内，用 於量測水壓，利用公式轉換即可得到水壓計55所在位置之水 深。 -泥沙濃度量顺6G，該泥沙敍量晰.6{)位於鋼索 25之末端’中空圓柱形重錘5〇之上方，$一超音波式泥沙濃 度量測計，另外可視需要加裝電阻式流速計。 本案中在e亥中空圓柱形重鐘處尚可加裝電阻式散熱速 率原理流速计，配合水壓計55的水深讀數，則能得到垂直剖 面的水流流速分佈，對計算平均流速、流量、輸砂量等，能 得到更精確的結果。 因本系統採模組化設計，可視當地條件取消部分模組。 例如某些橋梁已設有水位計3〇，故不必重覆裝設水位計3〇。 又例如受限於經費因素，可取消泥砂濃度量測計6G等，如圖 二所不者。惟本系統之水力參數計算方法及邏輯等，為本發 明創新之主要部分’不應受部分模組被取消而受影響。 8 本創作係利用電腦控制水文之量測，利用訊號處理器設 定在定時間内，啟動捲揚機，放出鋼索、防水電線、泥砂 漢度量測計、水斷、中空m柱形重錘，以及使水位計及表 面/’IL速；7別/貞彳&水位高程及水流表面流速。當重錘沉入水 中’内含的水壓計開始量測水壓，水壓經公讀換後即得水 壓計所在位置之水深。當重錘到達河床，水壓即不再變化， 因此可由水壓是科卿定值來躺重錘是到達河床。由 水壓固紐可权當時總水深(彳旨河床Φ至自由水面之水深） 。將水位計所量取之水位高程扣除總搞後，即可得當時河 床面尚程由别、後時間量測之河床面高程相減，即可得到 當時河床面沖⑼深度。中空圓柱形重錘上方之财濃度量 測計沉人水巾後，同時與水壓制始量麻砂濃度^由水 壓計與泥砂濃度量晰之練_輯，可刺列水深（ 度）之泥砂濃度值。此對學術研究提供重要參考。 本系統優點為1.能自行設定咖間距自動制水力參數 。2_無人員操作安全顧慮，量測準確性高於人工方式，且不 文天候、夜間視線不良或橋梁封閉之料。3.能即時獲得量 測結果並喊需人工計算後再彙整喃。4•能遠端遙控 ，人員減在現場’甚至能以行動裝置如平板電腦等控制儀 器進行量靡H因為能即時取得河床面高程，因此更能 精確地利用「斷面流速法」量雕量。6.能即時取得不同水 深的水流含砂濃度’她於目前舰以人王方法取水樣後送 實驗室分析，姐多觀_水面下水深處之含秒濃度而 人β 。方便性及時效性。7.如加裝電阻式流迷計，配 5水料的切讀數，職得_直勤的水流流速分佈'， 對计算平均流速、流量、輸砂量等，能制更精確的結果。 8·本系統的重臟測輯有鋼索連結至捲職，但鋼索僅用 於垂放重錘㈣ϋ，其長度㈣於高料算内，目此即使風 吹及水流使鋼索成一弧度，亦不影響高程計算，此為本系統 與傳統河床面高程量測方式最顯著不同之處，且明顯優於傳 統方式。 綜上所陳，僅為本創作之較佳實施例而已’並非用來限 定本創作實施之範圍。即凡依本創作申請專利範圍所做之岣 等變化與修飾，皆為本創作專利範圍所涵蓋。 M423827 【圖式簡單說明】 第一圖為本案之完整設計的示意圖。 第二圖為本案之防水鐵箱的細部元件示意圖。 第三圖為本案之fai化設計的不意圖。 【主要元件符號說明】 10 支撐架 11 立板 12 平板 20 防水鐵箱 21 訊號處理機 22 資料儲存設備 23 通訊設備 24 捲揚機 I 25 鋼索 26 防水電線 27 滑輪 30 水位計 40 表面流速計 50 中空圓柱形重錘 55 水壓計 60 泥砂濃度量測計 11M423827, V. New description: Preparation, · > ·: [New technical field] This creation is about the measurement of a river hydrology, especially an automatic measurement system for multiple hydrological parameters in the river. [Prior Art] Measurement of hydrological parameters such as water level, water flow velocity, riverbed elevation, and sediment concentration in the entire typhoon flooding process, such as flood warning and other structures The basis of things such as bridge safety warning systems. However, at present, other hydrological parameter measurements except the water level are mostly performed manually. Taking the elevation of the riverbed surface as an example, the traditional method or the steel cable is tied to a heavy object, and then the operator drops the water to the bottom of the river, and the length of the rope is deducted from the bridge deck elevation to obtain the river surface elevation. However, ropes or steel cables are easy to shake with the wind and are not complete. • The full vertical river will have a curvature, so the length of the rope that is released will exceed the actual vertical distance. Especially during the hurricane, due to the impact of wind and water flow, the curvature of the rope or cable is larger and the measurement error increases. In the actual operation process, due to the wind and rain during the typhoon, and the flood water flow is strong, it is difficult to carry out manual observations around the clock, considering the safety of the personnel or the bridge is closed, resulting in the missed peak flow, the flood warning and the post-mortem analysis. Help is limited. Although the current river management unit is trying to resume the full flood observation, but limited by manpower and equipment, the time of a single manual observation is usually more than 2 hours 3 (a single observation usually requires 4 to 5 lines), each The number of data sets in the Nissin system is limited; in addition, Lai and Haoyu will lead to poor line of sight, which will have a great impact on the safety of people 8 and the accuracy of observations. Therefore, it is urgent to replace the manual observation method with automatic silk. [New content] The main purpose of this creation is to provide an automatic system capable of measuring multiple hydrological parameters of rivers at the same time, including: - water level gauge, 剌 radio wave or sound wave emission and reflection calculation of the distance of the water level gauge to the water surface, Then, the elevation deduction of the position of the water level gauge is the surface elevation (ie, miscellaneous); the surface velocity meter uses the wave or sound wave to measure the surface velocity according to the Doppler principle; the weight detector is composed of the weight and water pressure. Meter, mud sand concentration meter, flow meter consists of: water pressure gauge, water depth measurement using water pressure measurement; mud sand concentration meter, _ sound_Puller principle measurement mud sand concentration; flow material, profit cup type or (four) type or resistance type The heat dissipation rate principle is used to produce various underwater depths. The mud sand concentration meter, the flow meter and the water pressure meter can be used to decorate the muddy sand viscous flow rate of different water miscellaneous. When the water pressure is 4. 4, the measured water depth is the distance from the water surface to the riverbed surface. The water surface S (ie, the water level) of the surface (4) is deducted from the surface to obtain the riverbed surface. The height of the river bed surface obtained by the magazine is compared with the depth of the river bed flushing (or siltation). The detailed structure of one example of the multi-function river hydrological automatic measuring system of the present case comprises a support frame, which is located under the bridge deck, and has a vertical plate connected to the lower side of the bridge deck, which is a flat plate; Used to determine all the measuring unit M423827 / ;- waterproof auxiliary, trace water _ recording miscellaneous plate JLS, the waterproof • iron box contains: - signal processor and data storage equipment in the waterproof iron box, the The signal is located at the time of setting _, and the signal is sent to make the various measuring instruments H respectively _ water level and water surface flow rate; - the hoisting machine is in the waterproof iron box, and includes a steel cable, at least one a waterproof electric wire (transmission signal) and at least one pulley; wherein the steel cable extends out of the waterproof iron box for the towel to be placed on the cylindrical hammer gyroscope ||; the cable is wound around the waterproof wire, and the electric Φ line is used for transmission Signals from various measuring instruments to the signal processor; the cable can be raised and lowered, so that it can be obtained in different water_hydrological parameters; - the water pressure gauge is located in the hollow space of the column type hammer detection Measure the water pressure and use the formula to convert The water depth of the position where the water pressure gauge is located can be obtained; wherein the inclined empty u-column weight is located at the end of the steel cable, and the empty cylindrical hollow clock of the towel is hollow water_hydraulic pressure gauge, and the water pressure gauge is sanitized and reaches River bed, when the hollow cylindrical weight sinks in the water, the included water pressure gauge starts to measure the Lu water pressure, and the water pressure is converted by the formula to obtain the water depth of the position of the water pressure gauge; when the hollow cylindrical f is left In the riverbed, the water is no longer changing, so it can be judged by whether the water pressure is up to the value of the coffee. Whether the hollow cylindrical weight reaches the riverbed. [Embodiment] Regarding the technical means used in the creation of this case, we will follow the example shown in Figures 1, 2 and 3 to explain the case in detail as follows: This case mainly proposes an automatic automatic hydrological parameter of the river. The measuring method and system comprise a water level meter, applying a wave or sound wave for transmitting and reflecting water of 5 M423827; a surface flow meter, applying a wave or sound wave to measure the water surface by Doppler principle. Flow rate; a hammer detector, It consists of a heavy hammer, a water pressure gauge, a muddy sand concentration meter, and a flow rate of 50. The water pressure gauge measures the water depth by using the water pressure measurement; the mud sand concentration meter uses the sonic Doppler principle to measure the mud sand concentration; the flow rate meter, the measurement and preparation The flow rate of the underwater depth. The mud sand concentration meter, the flow meter and the water pressure gauge operate simultaneously to obtain the mud concentration and flow rate at different water depth locations. When the water pressure gauge sinks to the riverbed surface, the water depth is the distance from the water surface to the riverbed surface, and then the water surface height obtained by the front is deducted from the water surface to obtain the elevation of the riverbed surface. The depth of the riverbed erosion (or accumulation) is obtained by comparing the two aspects of the riverbed surface obtained at different times. The structure of the multifunctional river hydrological automatic measuring system of the present invention, as shown in Fig. 1, comprises: a branch building 10, the supporting frame 10 is located under the bridge deck, and the supporting frame comprises a vertical plate 11 connected below the bridge deck. Under the vertical plate u is a flat plate 12, the flat plate 12 has a waterproof iron box 20, and below the flat plate 12, a water level gauge 3〇 and a flow speedometer 40 are placed. The support frame 1 is used to fix all the measuring units. a waterproof iron box 20, which is located above the flat plate 12 of the support frame, and includes: a signal processor 21, a data storage device 22, a communication device 23, a winch 24, a cable 25, a waterproof wire (transmission signal) 26 and Pulley 27 . The signal processor 21 and the data storage device 22 in the waterproof iron box 20 can be made of a σΡ portable type. The hoist 24 of the waterproof iron box is connected with a steel cable 25, and the steel cable 25 extends out of the waterproof iron box 2〇 for hoisting the hollow cylindrical weight 50 and the ultrasonic mud concentration measuring instrument 6〇 . The cable 25 is connected at the end to the hoisting device μ in the waterproof iron 2, and the other end of the M423827 extends out of the waterproof iron box 20 and is suspended to hang the hollow cylindrical bell 50. The cable 25 is wound around the waterproof wire 26, and the wire 26 is used to transmit the sediment concentration meter 60 and the water gauge 55 signal to the signal processor 21. Since the cable 25 can be raised and lowered, it is possible to obtain a sand concentration of a water stream having a different water depth. A signal processor 21 and a data storage device 22, the signal processor and the 21 data storage device 22 can send signals to the water level gauge 3 and the surface velocity meter 40 to measure the water level and the flow surface velocity respectively within a set time. At the same time, the signal processor 21 issues a signal to activate the hoist 24 to discharge the cable 25, the water-proof wire 26, the hollow cylindrical weight 5, the water pressure gauge 55, and the muddy sand concentration measurement 60. The signal processor 21 can automatically measure the hydrological parameters by setting the time interval and store the data in the data storage device 22. And because of the use of computer control measurement, there is no concern about the safety of personnel operation, the measurement accuracy is higher than the manual mode and is not affected by weather, poor night vision or bridge closure. The communication device 23 in the present case may be a wired and wireless connection for connecting the related signal processor and the (4) storage device to the control end of the terminal, so that the user can perform remote control, data transmission, analysis, and the like. The personnel do not need to be on-site, and can even perform the measurement tasks such as tablet computers. A water level gauge 30, which is located below the flat plate 12 of the support frame 1 aligns with the vertical plate of the support frame 10, and the water level gauge 3 is an ultrasonic or radar wave water material, which is completely uttered and inverted. _ get the water surface elevation. a surface flow meter 40 located below the plate 12 of the support frame 1 'the miscellaneous material 40 is a radar wave type or a tracking type flow rate meter, and the signal or image comparison issued and reflected by the 7 M423827 is used. The flow rate of the water flow surface was measured. The hollow cylindrical weight clock 50 is located at the end of the cable 25 for sinking the hydrometer 55, the muddy sand concentration gauge 60 into the water and reaching the riverbed, which is a hollow air-water gauge 55 of the hollow cylindrical weight 50. When the hollow weight-shaped clock 50 sinks into the water, the internal pressure gauge 55 starts to measure the water pressure, and the water pressure is converted by the formula to obtain the water depth of the position of the water pressure gauge 55. # The hollow cylindrical weight clock 5〇 When the water bed is reached, the water pressure is no longer changed. Therefore, it can be judged whether the hollow cylindrical weight 50 reaches the riverbed by whether the water pressure reaches a fixed value. The water pressure gauge 55 is located in the hollow space of the hollow cylindrical weight 5 , for measuring the water pressure, and the water depth at the position of the water pressure gauge 55 can be obtained by formula conversion. - The sediment concentration is SF 6G, the sediment is clear. 6{) is located at the end of the cable 25 'the hollow cylindrical weight 5 , above, $ a supersonic sediment concentration meter, and can be added as needed Install a resistive flow meter. In this case, a resistance type heat dissipation rate principle flow meter can be installed at the hollow cylindrical clock of ehai. With the water depth reading of the water pressure gauge 55, the vertical flow velocity distribution can be obtained, and the average flow rate, flow rate, and output can be calculated. The amount of sand, etc., can give more accurate results. Due to the modular design of the system, some modules can be cancelled depending on local conditions. For example, some bridges have been equipped with a water level gauge of 3, so it is not necessary to reinstall the water level gauge 3〇. For example, due to financial constraints, the mud sand concentration measurement can be eliminated, such as 6G. However, the calculation method and logic of the hydraulic parameters of this system are the main part of the innovation of this invention' should not be affected by the cancellation of some modules. 8 This creation department uses computer to control the measurement of hydrology, and uses the signal processor to set the hoist to start the hoist, release the cable, waterproof wire, mud sand metric, water break, hollow m-column weight, and make Water level gauge and surface / 'IL speed; 7 different / 贞彳 & water level elevation and flow surface velocity. When the heavy hammer sinks into the water, the contained water pressure gauge starts to measure the water pressure. After the water pressure is read by public reading, the water depth at the position of the water pressure gauge is obtained. When the weight reaches the riverbed, the water pressure does not change anymore, so the water pressure is the value of Keqing, and the heavy hammer is reaching the riverbed. The water pressure can be used to control the total water depth at that time (the water depth of the river bed Φ to the water depth of the free water surface). After deducting the water level elevation from the water level gauge, the river surface of the river surface can be subtracted from the elevation of the riverbed surface at the time, and the depth of the riverbed surface (9) can be obtained. The financial concentration measurement above the hollow cylindrical weight is measured by sinking the water towel, and at the same time, the concentration of the sand with the water is suppressed. The concentration of the water pressure gauge and the concentration of the mud sand is clear, and the water depth (degree) can be stabbed. Mud concentration value. This provides an important reference for academic research. The advantage of this system is 1. It can set the automatic hydraulic parameters of the coffee pitch. 2_No personnel operation safety concerns, the measurement accuracy is higher than the manual method, and it is not weathered, the night vision is poor or the bridge is closed. 3. Immediately obtain the measurement results and call for manual calculations before remitting. 4•The remote control can be remotely controlled, and the personnel can be reduced at the scene. 'It can even be measured by mobile devices such as tablet computers. Because it can instantly obtain the elevation of the riverbed surface, it can more accurately use the “section velocity method”. . 6. Instantly obtain the concentration of sand in different water depths. She sent the water sample to the laboratory after the current method of using the King of the Ship, and she analyzed the concentration of the second in the depth of the water surface. Convenience and timeliness. 7. If a resistance flow meter is installed, the cut reading of 5 water materials can be used to calculate the average flow rate, flow rate, sand amount, etc., and more accurate results can be obtained. 8. The heavy-duty measurement of this system has a steel cable connected to the winding position, but the steel cable is only used for the vertical weight (4) ϋ, and its length (4) is in the high material calculation. Therefore, even if the wind blows and the water flow makes the steel rope arc, it does not affect. Elevation calculation, this is the most significant difference between the system and the traditional riverbed elevation measurement method, and is significantly better than the traditional method. In summary, it is only for the preferred embodiment of the present invention that is not intended to limit the scope of the present invention. That is, all changes and modifications made by the scope of the patent application for this creation are covered by the scope of the original patent. M423827 [Simple description of the diagram] The first picture is a schematic diagram of the complete design of the case. The second figure is a schematic diagram of the detailed components of the waterproof iron box of the present case. The third picture is not intended for the fai design of this case. [Main component symbol description] 10 Support frame 11 Vertical plate 12 Flat plate 20 Waterproof iron box 21 Signal processing machine 22 Data storage device 23 Communication equipment 24 Winding machine I 25 Steel cable 26 Waterproof wire 27 Pulley 30 Water level gauge 40 Surface flow meter 50 Hollow cylindrical Heavy hammer 55 water pressure gauge 60 mud sand concentration measuring instrument 11