Multi-terminal remote control adcp cableway system
By designing an ADCP cableway system that can be remotely controlled from multiple terminals, the position and operating status of the ADCP detector can be adjusted in real time, solving the problem of the existing technology that the ADCP device cannot be adjusted according to hydrological changes, and achieving more efficient and stable water flow parameter detection.
Patent Information
- Application Number
- CN202411013454.2
- Authority / Receiving Office
- CN · China
- Patent Type
- Patents(China)
- Current Assignee / Owner
- Filing Date
- 2024-07-26
- Publication Date
- 2025-10-17
- Estimated Expiration
- 2044-07-26
AI Technical Summary
Existing technologies fail to effectively consider the test range of the ADCP device and fail to adjust the settings in a timely manner according to hydrological changes, resulting in inaccurate data collection.
A multi-terminal remotely controlled ADCP cableway system is designed, which includes a cableway traveler, ADCP detector, controller, height unit, speed measurement unit, distance measurement unit and alarm unit. By obtaining water flow parameters in real time, the position and operating status of the ADCP detector can be adjusted to avoid blind spots and improve detection accuracy.
Effectively obtain water flow hydrological parameters, improve the working efficiency and stability of ADCP detectors, enhance the detection accuracy and practicality of detectors, and avoid blind spot effects.
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Figure CN118937710B_ABST
Abstract
Description
TECHNICAL FIELD
[0001] The application relates to the technical field of hydrological monitoring, and in particular to an ADCP cableway system capable of being remotely controlled at multiple ends. BACKGROUND
[0002] ADCP (acoustic Doppler current profiler) is a main device currently applied to river flow velocity and flow measurement. Due to the influence of the "residual vibration effect", the ADCP can form a blind area (cannot provide effective measurement data) near the transducer, which affects the ADCP measurement work. When the ADCP measures a river channel, the water flow near the river bank is relatively slow, and the water depth is relatively shallow, so the overall river hydrological condition is not very important, therefore, the ADCP measurement state is adjusted to focus on measuring the hydrological information of the central water area.
[0003] Chinese patent application publication No. CN115854999A discloses an H-ADCP cross-section average flow velocity self-correction method based on scene adaptation, and the application relates to the technical field of online water resource detection, and in particular to an H-ADCP cross-section average flow velocity self-correction method based on scene adaptation. The method comprises the following steps: obtaining cross-section average flow velocity and H-ADCP index flow velocity data samples through a flow velocity ratio measurement device and an H-ADCP online monitor, judging the water level fluctuation characteristics of the flow measurement cross-section according to historical water level monitoring data of the river cross-section, constructing a self-correction model according to the river cross-section with large water level fluctuation amplitude, dividing the monitoring cross-section with small water level fluctuation into a high flow velocity sample set and a low flow velocity sample set, and constructing corresponding self-correction models according to the high flow velocity sample set and the low flow velocity sample set, and performing precision evaluation and testing on the self-correction models. The application improves the accuracy of the measured values of the H-ADCP by performing self-correction calculation on the measured data and the historical data.
[0004] Chinese patent application publication No. CN214793956U discloses an ADCP launching device, and the application relates to the field of hydrological monitoring, and specifically relates to an ADCP launching device. The ADCP launching device comprises an ADCP device and a main support. The support comprises a rotary column and a cross rod connected to the top end of the rotary column. A second fixed pulley is arranged at the connecting angle between the rotary column and the cross rod. A fixing plate is arranged on the column. A first take-up reel is arranged on the rotary column. A first fixed pulley is arranged at the overhead end of the cross rod. A take-up and release rope is arranged on the first take-up reel. The take-up and release rope passes through the second fixed pulley and the first fixed pulley and is connected to the ADCP device. The take-up and release rope is connected to the ADCP device through an automatic unhooking lifting hook. A traction rope is arranged on the ADCP device. The other end of the traction rope is connected to a river bank guide rope through a buckle clamp. The ADCP launching device is simple and convenient to use, and has low requirements on personnel operation.
[0005] However, the above method has the following problems: the effective test range of the device is not considered, the collected data is not pre-screened, and the ADCP device cannot be adjusted in time according to the hydrological changes. SUMMARY
[0006] Therefore, the application provides a multi-terminal remote control ADCP cableway system to overcome the problems in the prior art that the effective test range of the device is not considered, the collected data is not pre-screened, and the ADCP device cannot be adjusted in time according to the hydrological changes.
[0007] To achieve the above-mentioned purpose, the application provides a multi-terminal remote control ADCP cableway system, comprising:
[0008] a cableway traveler for moving the ADCP detector on a detection section and capable of adjusting the height of the ADCP detector;
[0009] the ADCP detector connected with the cableway traveler for detecting the flow parameters;
[0010] a controller connected with the cableway traveler and the ADCP detector respectively for acquiring the flow parameters and analyzing and judging the running state of the ADCP detector according to the flow parameters, and driving the cableway traveler to move the position of the ADCP detector according to the analysis result;
[0011] wherein the detection section is the cross section of the flow for parameter test, and the flow parameters include height value, water level value, flow speed value and width value.
[0012] Further, the ADCP detector comprises:
[0013] a height unit connected with the controller for measuring the height of the ADCP detector from the water surface and the depth of the flow;
[0014] a speed measuring unit connected with the cableway traveler and the controller respectively for measuring the flow speed of the flow;
[0015] a distance measuring unit connected with the cableway traveler and the controller respectively for measuring the width of the flow;
[0016] an alarm unit connected with the controller for issuing sound and light alarm.
[0017] Further, the controller acquires the height value measured by the height unit and compares the height value with a preset height value;
[0018] if the height value is less than the preset height value, the controller drives the cableway traveler to lift the ADCP detector to the preset height value.
[0019] wherein the height value is the height of the ADCP detector from the water surface; and the height preset value is negatively correlated with the frequency of the acoustic wave of the ADCP detector.
[0020] Further, the controller obtains a flow rate value measured by the flow rate measuring unit and compares the flow rate value with a flow rate set value;
[0021] If the flow rate value is less than the flow rate set value, the controller determines that the measurement point is located in the edge water area.
[0022] If the flow rate value is not less than the flow rate set value, the controller determines that the measurement point is located in the center water area.
[0023] wherein the flow rate value is the flow rate of the water flow; and the flow rate set value is positively correlated with the average value of the past flow rate.
[0024] Further, the controller obtains a water level value of the center water area measured by the height measuring unit and compares the water level value with a first water level preset value and a second water level preset value;
[0025] If the water level value is less than the first water level preset value, the controller determines that the water flow of the measurement point is reduced, and the alarm unit issues an audible and light alarm.
[0026] If the water level value is not less than the first water level preset value and less than the second water level preset value, the controller determines that the water flow of the measurement point is normal.
[0027] If the water level value is not less than the second water level preset value, the controller determines that the water flow of the measurement point is increased, and the alarm unit issues an audible and light alarm.
[0028] wherein the water level value is the depth of the water flow; and the first water level preset value and the second water level preset value are positively correlated with the average value of the past water level.
[0029] Further, in the state that the controller determines that the water flow of the measurement point is increased, the distance measuring unit measures a width value of the water flow, the controller obtains the width value and compares the width value with a width preset value;
[0030] If the width value is less than the width preset value, the controller determines that the width of the water flow is normal.
[0031] If the width value is not less than the width preset value, the controller determines that the width of the water flow is too wide, and the alarm unit issues an audible and light alarm.
[0032] wherein the width preset value is positively correlated with the average value of the past width.
[0033] Further, when the controller determines that the measuring point is located in the edge water area state, the cableway traveler drives the ADCP detector at a normal speed.
[0034] Further, when the controller determines that the measuring point is located in the center water area state, the cableway traveler drives the ADCP detector at a working speed.
[0035] Wherein, the working speed is less than the normal speed.
[0036] Further, when the height unit detects that the height value is in a periodic change state, the controller draws a curve diagram of the measured height value, and calculates an amplitude of the height value according to the curve diagram and compares the amplitude with an amplitude preset value.
[0037] If the amplitude is less than the amplitude preset value, the controller determines that the ADCP detector moves stably.
[0038] If the amplitude is not less than the amplitude preset value, the controller determines that the ADCP detector moves unstably, and the cableway traveler reduces the moving speed of the ADCP detector.
[0039] Wherein, the amplitude preset value is positively correlated with the cableway length.
[0040] Further, when the controller determines that the ADCP detector moves stably, the controller calculates a mean value of the height value according to the curve diagram.
[0041] Compared with the prior art, the system of the present application effectively obtains the hydrological parameters of the water flow by setting the above-mentioned devices, thereby guiding the adjustment of the detection position and the operation state of the ADCP detector, improving the working efficiency of the ADCP detector, and effectively improving the stability and practicability of the ADCP detector.
[0042] Further, by obtaining the height of the ADCP detector from the water surface, the working position of the ADCP detector is effectively obtained, and the blind area of the ADCP detector is avoided according to the height of the ADCP detector from the water surface, thereby further improving the stability and practicability of the ADCP detector.
[0043] Further, by using the hydrological parameters obtained by the ADCP detector, the various hydrological parameters of the water flow are effectively monitored, and the effective data is filtered and screened, thereby improving the detection accuracy and further improving the stability and practicability of the ADCP detector.
[0044] Further, the working state of the ADCP detector can be obtained more accurately by using the curve and data combination analysis, the hydrological data detection accuracy is effectively improved, and the stability and practicality of the ADCP detector are further improved. BRIEF DESCRIPTION OF DRAWINGS
[0045] Figure 1 It is a structural schematic diagram of the multi-end remote control ADCP cableway system of the application;
[0046] Figure 2 It is a structural schematic diagram of the ADCP detector of the application;
[0047] Figure 3 It is a structural diagram of the height adjustment of the ADCP detector of the embodiment of the application;
[0048] Figure 4 It is a curve diagram of the height value of the embodiment of the application;
[0049] 1, cableway traveler; 11, cableway; 12, lifter; 2, ADCP detector; 21, height unit; 22, speed measurement unit; 23, distance measurement unit; 24, alarm unit; 3, central water area; 4, edge water area; A, peak value; B, trough value. DETAILED DESCRIPTION
[0050] In order to make the purpose and advantages of the application more clear and understandable, the application will be further described below in combination with embodiments; it should be understood that the specific embodiments described herein are only used to explain the application, and are not used to limit the application.
[0051] The preferred embodiments of the application will be described below with reference to the accompanying drawings. Those skilled in the art should understand that these embodiments are only used to explain the technical principles of the application, and are not used to limit the protection scope of the application.
[0052] It should be noted that in the description of the application, the terms "upper", "lower", "left", "right", "inner", "outer" and the like indicate the direction or positional relationship terms based on the direction or positional relationship shown in the drawings, which are only for the convenience of description, and do not indicate or imply that the device or element must have a particular orientation, be constructed and operated in a particular orientation, and therefore cannot be understood as a limitation of the application.
[0053] Moreover, it needs to be explained that in the description of the present application, unless otherwise explicitly specified and limited, the terms "mounting", "connecting", "connecting" should be understood broadly, for example, it can be fixedly connected, or it can be detachably connected, or integrally connected, it can be mechanically connected, or it can be electrically connected, it can be directly connected, or it can be indirectly connected through an intermediate medium, it can be the communication inside two elements. For those skilled in the art, the specific meaning of the above terms in the present application can be understood according to the specific circumstances.
[0054] Please refer to Figure 1 As shown in the figure, it is a structural schematic diagram of the ADCP cableway system of the present application, a multi-terminal remote control ADCP cableway system, comprising:
[0055] A cableway traveler is used to move the ADCP detector on the detection section, and can adjust the height of the ADCP detector;
[0056] An ADCP detector is connected with the cableway traveler, used to detect the flow parameter;
[0057] A controller is connected with the cableway traveler and the ADCP detector respectively, used to obtain the flow parameter and analyze the running state of the ADCP detector according to the flow parameter, and drive the cableway traveler to move the ADCP detector according to the analysis result;
[0058] Wherein, the detection section is the cross section of the flow for parameter test; the flow parameter includes height value, water level value, flow velocity value and width value.
[0059] Please refer to Figure 2 As shown in the figure, it is a structural schematic diagram of the ADCP detector of the present application, an ADCP detector, comprising:
[0060] A height unit is connected with the controller, used to measure the height of the ADCP detector from the water surface and the depth of the flow;
[0061] A speed measuring unit is connected with the cableway traveler and the controller respectively, used to measure the flow velocity of the flow;
[0062] A distance measuring unit is connected with the cableway traveler and the controller respectively, used to measure the width of the flow;
[0063] An alarm unit is connected with the controller, used to issue sound and light alarm.
[0064] Specifically, the system of the present application utilizes the above-mentioned device setting mode, effectively obtains the hydrological parameters of the flow, thereby guiding the adjustment of the detection position and the running state of the ADCP detector, improves the working efficiency of the ADCP detector, and effectively improves the stability and practicality of the ADCP detector.
[0065] Specifically, the controller acquires the height value measured by the height unit and compares the height value with a height preset value;
[0066] If the height value is less than the height preset value, the controller drives the cable traveler to lift the ADCP detector to the height preset value;
[0067] Referring to Figure 3 Fig. 1 shows a structure diagram of the ADCP detector height adjustment according to an embodiment of the present application, wherein the cable traveler 1 comprises a cable 11 and a lifter 12, and the cable 11 is arranged above the river channel; the lifter 12 is connected with the cable 11.
[0068] The ADCP detector 2 comprises a height unit 21, a velocity measurement unit 22, a distance measurement unit 23 and an alarm unit 24; wherein the height unit 21 is arranged below the ADCP detector 2; the velocity measurement unit 22 is arranged below the ADCP detector 2; the distance measurement unit 23 is arranged below the ADCP detector 2; and the alarm unit 24 is arranged above the ADCP detector 2.
[0069] Embodiment 1: please continue to refer to Figure 3 Fig. 2 shows a structure diagram of the ADCP detector height adjustment according to an embodiment of the present application, wherein the height preset value is 2 meters, and if the controller acquires the height value of 1 meter which is less than the height preset value of 2 meters, the controller drives the cable traveler to lift the ADCP detector to 2 meters.
[0070] Wherein, the height value is the height of the ADCP detector from the water surface; and the height preset value is negatively correlated with the acoustic frequency of the ADCP detector.
[0071] In one embodiment, when the acoustic frequency of the ADCP detector is 1000 Hz, the height preset value is 2 meters;
[0072] When the acoustic frequency of the ADCP detector is 2000 Hz, the height preset value is 1.5 meters;
[0073] When the acoustic frequency of the ADCP detector is 3000 Hz, the height preset value is 1 meter.
[0074] Specifically, by acquiring the height of the ADCP detector from the water surface, the working position of the ADCP detector is effectively acquired, and the blind area of the ADCP detector detection is avoided according to the height of the ADCP detector from the water surface, thereby further improving the stability and practicability of the ADCP detector.
[0075] Specifically, the controller acquires the flow rate value measured by the velocity measurement unit and compares the flow rate value with a flow rate set value;
[0076] If the flow rate value is less than the flow rate set value, the controller determines that the measurement point is located in the edge water area;
[0077] If the flow rate value is not less than the flow rate setting value, the controller determines that the measurement point is located in the central water area;
[0078] Embodiment 2: Please continue to refer to Figure 3 As shown in the figure, on the basis of embodiment 1, the difference between this embodiment and embodiment 1 is that the flow rate setting value is 2 meters per second, the controller acquires the flow rate value measured by the flow rate measuring unit, and if the flow rate value is 1 meter per second, which is less than the flow rate setting value of 2 meters per second, the controller determines that the measurement point is located in the edge water area.
[0079] If the flow rate value is 2.5 meters per second, which is greater than the flow rate setting value of 2 meters per second, the controller determines that the measurement point is located in the central water area.
[0080] The flow rate value is the flow rate of the water flow; the flow rate setting value is positively correlated with the average value of the past flow rate.
[0081] In one embodiment, when the average value of the past flow rate is 1 meter per second, the flow rate setting value is 1.5 meters per second;
[0082] When the average value of the past flow rate is 2 meters per second, the flow rate setting value is 2.5 meters per second;
[0083] When the average value of the past flow rate is 3 meters per second, the flow rate setting value is 3.5 meters per second;
[0084] Specifically, the controller acquires the water level value of the central water area measured by the height unit and compares the water level value with the first water level preset value and the second water level preset value;
[0085] If the water level value is less than the first water level preset value, the controller determines that the water flow of the measurement point is reduced, and the alarm unit issues an audible and visual alarm;
[0086] If the water level value is not less than the first water level preset value and less than the second water level preset value, the controller determines that the water flow of the measurement point is normal;
[0087] If the water level value is not less than the second water level preset value, the controller determines that the water flow of the measurement point is increased, and the alarm unit issues an audible and visual alarm;
[0088] Embodiment 3, on the basis of embodiment 2, the difference between this embodiment and embodiment 2 is that the first water level preset value is 10 meters, the second water level preset value is 20 meters, the controller acquires the water level value of the central water area measured by the height unit, and if the water level value is 8 meters, which is less than the first water level preset value of 10 meters, the controller determines that the water flow of the measurement point is reduced, and the alarm unit issues an audible and visual alarm;
[0089] If the water level value is 15 meters, which is greater than the first water level preset value of 10 meters and less than the second water level preset value of 20 meters, the controller determines that the water flow of the measurement point is normal;
[0090] If the water level value is 22 meters greater than the second water level preset value 20 meters, the controller determines that the water flow at the measurement point is increased, and the alarm unit issues an audible and visual alarm.
[0091] The water level value is the water depth; the first water level preset value and the second water level preset value are positively correlated with the past water level average value.
[0092] In one embodiment, when the past water level average value is 10 meters, the first water level preset value is 5 meters, and the second water level preset value is 15 meters.
[0093] When the past water level average value is 15 meters, the first water level preset value is 10 meters, and the second water level preset value is 20 meters.
[0094] When the past water level average value is 20 meters, the first water level preset value is 15 meters, and the second water level preset value is 25 meters.
[0095] Specifically, in the state where the controller determines that the water flow at the measurement point is increased, the ranging unit measures the width value of the water flow, the controller acquires the width value and compares the width value with a width preset value;
[0096] If the width value is less than the width preset value, the controller determines that the water flow width is normal.
[0097] If the width value is not less than the width preset value, the controller determines that the water flow width is too wide, and the alarm unit issues an audible and visual alarm.
[0098] In embodiment 4, based on embodiment 3, the difference between the two is that the width preset value is 50 meters, and in the state where the controller determines that the water flow at the measurement point is increased, the ranging unit measures the width value of the water flow, the controller acquires the width value, and if the width value is 24 meters less than the width preset value 50 meters, the controller determines that the water flow width is normal.
[0099] If the width value is 60 meters greater than the width preset value 50 meters, the controller determines that the water flow width is too wide, and the alarm unit issues an audible and visual alarm.
[0100] The width preset value is positively correlated with the past width average value.
[0101] In one embodiment, when the past width average value is 5 meters, the width preset value is 10 meters.
[0102] When the past width average value is 10 meters, the width preset value is 15 meters.
[0103] When the past width average value is 15 meters, the width preset value is 20 meters.
[0104] Specifically, the hydrological parameters obtained by the ADCP detector can effectively monitor various hydrological parameters of the water flow, filter and screen effective data, improve the detection accuracy, and further improve the stability and practicability of the ADCP detector.
[0105] Specifically, when the controller determines that the measurement point is located in the edge water area state, the cable traveler drives the ADCP detector at a general speed.
[0106] Specifically, when the controller determines that the measurement point is located in the center water area state, the cable traveler drives the ADCP detector at a working speed.
[0107] The working speed is less than the general speed.
[0108] In the embodiment 4, the difference between the peak value A and the trough value B is 1 meter, the amplitude is 1 meter greater than the amplitude preset value, the controller judges that the ADCP detector is unstable, and the cable traveler reduces the moving speed of the ADCP detector to 0.05 meters per second.
[0109] Please refer to Figure 4 As shown in the curve diagram of the height value of the embodiment of the application, when the height unit detects that the height value is in a periodic change state, the measured height value is plotted into a curve diagram, the controller calculates the amplitude of the height value according to the curve diagram and compares the amplitude with an amplitude preset value.
[0110] If the amplitude is less than the amplitude preset value, the controller judges that the ADCP detector is stable.
[0111] If the amplitude is not less than the amplitude preset value, the controller judges that the ADCP detector is unstable, and the cable traveler reduces the moving speed of the ADCP detector.
[0112] Embodiment 5: Please continue to refer to Figure 4 As shown in the curve diagram of the height value of the embodiment of the application, when the height unit detects that the height value is in a periodic change state, the measured height value is plotted into a curve diagram, the controller calculates the amplitude of the height value according to the curve diagram and compares the amplitude with an amplitude preset value.
[0113] In the embodiment 4, the difference between the peak value A and the trough value B is 1 meter, the amplitude is 1 meter greater than the amplitude preset value, the controller judges that the ADCP detector is unstable, and the cable traveler reduces the moving speed of the ADCP detector to 0.05 meters per second.
[0114] If the difference between the peak value A and the trough value B is 1 meter, the amplitude is 1 meter greater than the amplitude preset value, the controller judges that the ADCP detector is unstable, and the cable traveler reduces the moving speed of the ADCP detector to 0.05 meters per second.
[0115] The amplitude preset value is positively correlated with the cable length.
[0116] In one embodiment, when the cable length is 10 meters, the amplitude preset value is 0.5 meters;
[0117] When the cable length is 20 meters, the amplitude preset value is 0.8 meters;
[0118] When the cable length is 30 meters, the amplitude preset value is 1 meter.
[0119] Specifically, when the controller determines that the ADCP detector is in a stable state, the controller calculates the mean value as the height value according to the curve graph.
[0120] Embodiment 6: Based on embodiment 5, the difference between the two is that, when the controller determines that the ADCP detector is in a stable state, the peak value A is 0.1 meters, the trough value B is 0.1 meters, and the mean value is (0.1+0.1) / 2=0.1 meters. At this time, the height value is 0.1 meters.
[0121] Specifically, the combination of the curve graph and the data analysis method can more accurately obtain the working state of the ADCP detector, effectively improve the accuracy of hydrological data detection, and further improve the stability and practicality of the ADCP detector.
[0122] Thus, the technical solutions of the present application have been described in conjunction with the preferred embodiments shown in the accompanying drawings, but those skilled in the art will readily understand that the protection scope of the present application is obviously not limited to these specific embodiments. Those skilled in the art can make equivalent changes or replacements to the related technical features without departing from the principles of the present application, and the technical solutions after such changes or replacements will all fall within the protection scope of the present application.
[0123] The above description is only the preferred embodiments of the present application and is not intended to limit the present application; for those skilled in the art, the present application can have various changes and variations. Any modification, equivalent replacement, improvement, etc. made within the spirit and principles of the present application shall be included in the protection scope of the present application.
Claims
1. An ADCP cableway system capable of multi-terminal remote control, characterized in that: include: A cableway mover, which is used to move the ADCP detector on the detection section and can adjust the height of the ADCP detector; The ADCP detector is connected to the cable traveler and is used to detect water flow parameters; a controller connected to the cable traveler and the ADCP detector, respectively, for acquiring the water flow parameters and analyzing and determining the operating state of the ADCP detector according to the water flow parameters, and driving the cable traveler to move the position of the ADCP detector according to the analysis results; Wherein, the detection section is a water flow cross section for parameter testing; the water flow parameters include height value, water level value, flow velocity value and width value; The controller obtains the flow rate value measured by the flow rate measuring unit and compares the flow rate value with the flow rate setting value; If the flow rate value is less than the flow rate setting value, the controller determines that the measuring point is located in the marginal water area; If the flow rate value is not less than the flow rate setting value, the controller determines that the measuring point is located in the central water area; Wherein, the flow rate value is the water flow rate; the flow rate setting value is positively correlated with the average flow rate in the past; Avoid the blind area of ADCP detector detection according to the height of ADCP detector from the water surface; When the controller determines that the measuring point is located in the marginal waters, the cableway traveler drives the ADCP detector at a normal speed; When the controller determines that the measuring point is located in the central water area, the cableway traveler drives the ADCP detector according to the working speed; wherein the working rate is less than the general rate; When the height unit detects that the height value is in a periodic change state, the measured height value is plotted into a curve graph, and the controller calculates the amplitude of the height value according to the curve graph and compares the amplitude with a preset amplitude value; If the amplitude is less than the preset amplitude value, the controller determines that the ADCP detector moves stably; If the amplitude is not less than the preset amplitude value, the controller determines that the movement of the ADCP detector is unstable, and the cableway traveler reduces the movement speed of the ADCP detector; The preset amplitude value is positively correlated with the length of the cableway.
2. The ADCP cableway system capable of multi-terminal remote control according to claim 1, characterized in that: The ADCP detector comprises: a height unit connected to the controller and configured to measure the height of the ADCP detector from the water surface and the depth of the water flow; a speed measuring unit, connected to the cableway traveler and the controller respectively, for measuring the water flow velocity; a distance measuring unit, connected to the cableway traveler and the controller respectively, for measuring the width of the water flow; An alarm unit is connected to the controller and is used to emit an audible and visual alarm.
3. The ADCP cableway system capable of multi-terminal remote control according to claim 2, characterized in that: The controller obtains the height value measured by the height unit and compares the height value with a preset height value; If the height value is less than the preset height value, the controller drives the cable traveler to lift the ADCP detector to the preset height value; The height value is the height of the ADCP detector from the water surface; and the preset height value is negatively correlated with the sound wave frequency of the ADCP detector.
4. The ADCP cableway system capable of multi-terminal remote control according to claim 3, characterized in that: The controller obtains the water level value of the central water area measured by the height unit and compares the water level value with a first water level preset value and a second water level preset value; If the water level value is less than the first water level preset value, the controller determines that the water flow at the measuring point is reduced, and the alarm unit emits an audible and visual alarm; If the water level value is not less than the first water level preset value and is less than the second water level preset value, the controller determines that the water flow at the measuring point is normal; If the water level value is not less than the second water level preset value, the controller determines that the water flow at the measuring point has increased, and the alarm unit emits an audible and visual alarm; The water level value is the water flow depth; the first water level preset value and the second water level preset value are positively correlated with the average water level in the past.
5. The ADCP cableway system capable of multi-terminal remote control according to claim 4, characterized in that: When the controller determines that the water flow at the measuring point increases, the distance measuring unit measures the width of the water flow, and the controller obtains the width and compares the width with a preset width value; If the width value is less than the preset width value, the controller determines that the water flow width is normal; If the width value is not less than the preset width value, the controller determines that the water flow width is too wide, and the alarm unit emits an audible and visual alarm; The preset width value is positively correlated with the average width value in the past.
6. The ADCP cableway system capable of multi-terminal remote control according to claim 5, characterized in that: When the controller determines that the ADCP detector is moving stably, the controller calculates an average value according to the curve graph, which is the height value.
Citation Information
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