CN117071524A - Method for detecting thickness and density of back-silted floating mud in tuning fork type seabed foundation tank - Google Patents
Method for detecting thickness and density of back-silted floating mud in tuning fork type seabed foundation tank Download PDFInfo
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- CN117071524A CN117071524A CN202310874989.8A CN202310874989A CN117071524A CN 117071524 A CN117071524 A CN 117071524A CN 202310874989 A CN202310874989 A CN 202310874989A CN 117071524 A CN117071524 A CN 117071524A
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- 238000007667 floating Methods 0.000 title claims abstract description 46
- 238000000034 method Methods 0.000 title claims abstract description 30
- 239000000523 sample Substances 0.000 claims abstract description 61
- 238000001514 detection method Methods 0.000 claims abstract description 59
- 230000008859 change Effects 0.000 claims abstract description 47
- 238000001739 density measurement Methods 0.000 claims abstract description 39
- 238000012360 testing method Methods 0.000 claims abstract description 13
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 11
- 238000004804 winding Methods 0.000 claims abstract description 6
- 239000004973 liquid crystal related substance Substances 0.000 claims description 8
- 238000007789 sealing Methods 0.000 claims description 6
- 238000005259 measurement Methods 0.000 claims description 5
- 230000008569 process Effects 0.000 claims description 5
- 229910001220 stainless steel Inorganic materials 0.000 claims description 5
- 239000010935 stainless steel Substances 0.000 claims description 5
- 230000006870 function Effects 0.000 abstract description 4
- 230000000630 rising effect Effects 0.000 abstract description 2
- 238000010586 diagram Methods 0.000 description 3
- 230000000694 effects Effects 0.000 description 2
- 238000011065 in-situ storage Methods 0.000 description 2
- BASFCYQUMIYNBI-UHFFFAOYSA-N platinum Chemical compound [Pt] BASFCYQUMIYNBI-UHFFFAOYSA-N 0.000 description 2
- 230000009467 reduction Effects 0.000 description 2
- 238000010998 test method Methods 0.000 description 2
- 230000009471 action Effects 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000005540 biological transmission Effects 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 238000005260 corrosion Methods 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 230000009189 diving Effects 0.000 description 1
- 239000003822 epoxy resin Substances 0.000 description 1
- 230000005484 gravity Effects 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 229910052697 platinum Inorganic materials 0.000 description 1
- 229920000647 polyepoxide Polymers 0.000 description 1
- 238000012545 processing Methods 0.000 description 1
- 239000012945 sealing adhesive Substances 0.000 description 1
- 239000013049 sediment Substances 0.000 description 1
- 239000010802 sludge Substances 0.000 description 1
Classifications
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D1/00—Investigation of foundation soil in situ
- E02D1/02—Investigation of foundation soil in situ before construction work
- E02D1/022—Investigation of foundation soil in situ before construction work by investigating mechanical properties of the soil
-
- G—PHYSICS
- G01—MEASURING; TESTING
- G01B—MEASURING LENGTH, THICKNESS OR SIMILAR LINEAR DIMENSIONS; MEASURING ANGLES; MEASURING AREAS; MEASURING IRREGULARITIES OF SURFACES OR CONTOURS
- G01B21/00—Measuring arrangements or details thereof, where the measuring technique is not covered by the other groups of this subclass, unspecified or not relevant
- G01B21/02—Measuring arrangements or details thereof, where the measuring technique is not covered by the other groups of this subclass, unspecified or not relevant for measuring length, width, or thickness
- G01B21/08—Measuring arrangements or details thereof, where the measuring technique is not covered by the other groups of this subclass, unspecified or not relevant for measuring length, width, or thickness for measuring thickness
-
- G—PHYSICS
- G01—MEASURING; TESTING
- G01D—MEASURING NOT SPECIALLY ADAPTED FOR A SPECIFIC VARIABLE; ARRANGEMENTS FOR MEASURING TWO OR MORE VARIABLES NOT COVERED IN A SINGLE OTHER SUBCLASS; TARIFF METERING APPARATUS; MEASURING OR TESTING NOT OTHERWISE PROVIDED FOR
- G01D21/00—Measuring or testing not otherwise provided for
- G01D21/02—Measuring two or more variables by means not covered by a single other subclass
-
- G—PHYSICS
- G01—MEASURING; TESTING
- G01N—INVESTIGATING OR ANALYSING MATERIALS BY DETERMINING THEIR CHEMICAL OR PHYSICAL PROPERTIES
- G01N9/00—Investigating density or specific gravity of materials; Analysing materials by determining density or specific gravity
- G01N9/002—Investigating density or specific gravity of materials; Analysing materials by determining density or specific gravity using variation of the resonant frequency of an element vibrating in contact with the material submitted to analysis
-
- G—PHYSICS
- G01—MEASURING; TESTING
- G01N—INVESTIGATING OR ANALYSING MATERIALS BY DETERMINING THEIR CHEMICAL OR PHYSICAL PROPERTIES
- G01N9/00—Investigating density or specific gravity of materials; Analysing materials by determining density or specific gravity
- G01N9/002—Investigating density or specific gravity of materials; Analysing materials by determining density or specific gravity using variation of the resonant frequency of an element vibrating in contact with the material submitted to analysis
- G01N2009/006—Investigating density or specific gravity of materials; Analysing materials by determining density or specific gravity using variation of the resonant frequency of an element vibrating in contact with the material submitted to analysis vibrating tube, tuning fork
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- Life Sciences & Earth Sciences (AREA)
- General Physics & Mathematics (AREA)
- Physics & Mathematics (AREA)
- Chemical & Material Sciences (AREA)
- Analytical Chemistry (AREA)
- Engineering & Computer Science (AREA)
- Civil Engineering (AREA)
- Paleontology (AREA)
- Mining & Mineral Resources (AREA)
- General Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Health & Medical Sciences (AREA)
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- General Health & Medical Sciences (AREA)
- Soil Sciences (AREA)
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- Pathology (AREA)
- Geophysics And Detection Of Objects (AREA)
Abstract
The invention discloses a method for detecting the thickness and density of back-silted floating mud in a tuning fork type seabed foundation tank, which is realized by adopting a set of testing system, wherein the testing system comprises a tuning fork vibration type density measuring probe, a cable device, a controller and a portable measuring bracket; the portable measuring bracket is arranged on the deck of the working ship, and a controller and a cable device are fixed on the portable measuring bracket; the cable device comprises a cable, a wire coil driving motor, a cable length change detection sensor and a cable tension change detection sensor, wherein the cable of the cable device is connected with a tuning fork vibration type density measurement probe, and the cable device is used for controlling the rising or sinking of the tuning fork vibration type density measurement probe through the winding and unwinding of the cable device during operation, so that the functions of automatically measuring the density and thickness of a back-silting floating mud layer, the height of the back-silting floating mud layer from the water surface and the like are realized.
Description
Technical Field
The invention belongs to the technical field of geotechnical engineering floating mud density test, and particularly relates to a method for detecting thickness and density of back-silted floating mud in a tuning fork type seabed base tank.
Background
In the construction process of the cross-sea immersed tube tunnel, a submarine foundation trench needs to be excavated in advance, but under the influence of factors such as wind, waves and tide, the submarine sediment can move into the foundation trench to form a layer of back-silting floating mud. After the back-silting floating mud layer is deposited to a certain thickness, the lowering of the immersed tube tunnel can be influenced. In engineering, whether dredging is needed or not is determined according to the density and the thickness of the back dredging floating mud layer. The prior back-silting floating mud density measurement work usually needs divers to salvage and then test on site, but the mode has very low efficiency and very high cost, and can generate very large disturbance on the back-silting floating mud layer, thereby causing very large errors for the density test of the back-silting floating mud. Therefore, there is a need to develop an in situ tester and test method suitable for testing the density of the back-silted floating mud in a subsea foundation trench.
Disclosure of Invention
The invention aims to overcome the defects of the prior art and provides a method for detecting the thickness and density of back-silted floating mud in a tuning fork type seabed base tank.
The invention is realized by the following technical scheme:
a method for detecting thickness and density of back-silted floating mud in a tuning fork type seabed foundation tank is realized by adopting a set of testing system, wherein the testing system comprises a tuning fork vibration type density measuring probe, a cable device, a controller and a portable measuring bracket; the portable measuring bracket is arranged on the deck of the working ship, and a controller and a cable device are fixed on the portable measuring bracket; the cable device comprises a cable, a wire coil driving motor, a cable length change detection sensor and a cable tension change detection sensor, wherein the cable of the cable device is connected with the tuning fork vibration type density measurement probe, and when the cable device is in operation, the lifting or sinking of the tuning fork vibration type density measurement probe is controlled through the winding and unwinding of the cable device; the detection method comprises the following steps:
step 1, starting a wire coil driving motor of a cable device, and slowly sinking a tuning fork vibration type density measuring probe at uniform speed;
step 2, when the detection data of the cable tension change detection sensor is obviously reduced and changed for the first time in the sinking process of the tuning fork vibration type density measurement probe, the controller considers that the tuning fork vibration type density measurement probe enters below the water surface, and the controller records the detection value H1 of the cable length change detection sensor at the moment; as the tuning fork vibration type density measurement probe continues to sink, when the detection data of the cable tension change detection sensor is obviously reduced and changed again, the controller considers that the tuning fork vibration type density measurement probe enters a back-silting floating mud layer, and the controller records the detection value H2 of the cable length change detection sensor at the moment; as the tuning fork vibration type density measuring probe continues to sink, when the detection data of the cable tension change detection sensor is reduced to a set threshold value which is basically zero, the controller considers that the tuning fork vibration type density measuring probe has sunk to the bottommost part of the submarine base tank, and the controller records the detection value H3 of the cable length change detection sensor at the moment; H2-H1 is the depth of the top surface of the back-silting floating mud from the water surface, H3-H2 is the thickness of the back-silting floating mud layer, and the tuning fork vibration type density measuring probe detects and obtains density data of different depth positions of the whole back-silting floating mud layer;
and 3, automatically stopping the wire coil driving motor after the tuning fork vibration type density measuring probe sinks to the bottommost part of the submarine foundation tank, and then reversing the wire coil driving motor to retract the tuning fork vibration type density measuring probe.
In the technical scheme, the tuning fork vibration type density measurement probe comprises a vibration tuning fork sensor, a stainless steel counterweight, a counterweight seat and an electric wire sealing interface which are sequentially connected from bottom to top.
In the above technical scheme, the tuning fork vibration type density measurement probe is further provided with a temperature sensor.
In the above technical scheme, the cable length change detection sensor adopts a rotary encoder, is arranged on a guide wheel, and the cable bypasses the guide wheel, so that when the extension length of the cable changes, the guide wheel rotates along with the cable, the rotary encoder detects the rotation amount of the guide wheel, and the extension length change amount of the cable is converted.
In the above technical scheme, the cable tension change detection sensor adopts a resistance type tension pressure sensor, and is arranged between a first guide roller and a second guide roller through which a cable passes, a small roller is arranged at the probe end of the resistance type tension pressure sensor, the small roller compresses the cable, and the tension change amount born by the cable is characterized by detecting the tension of the cable through the resistance type tension pressure sensor.
In the technical scheme, the cable tension change detection sensor adopts the tension sensor, and is arranged at the front end part of the cable, namely the front end of the cable is connected with the tuning fork vibration type density measurement probe through the tension sensor.
In the above technical scheme, the controller is composed of a signal main board, a liquid crystal display screen and an equipment shell, and the signal main board and the liquid crystal display screen are integrated on the equipment shell.
In the above technical scheme, portable measurement support includes sectional shelf-unit and fixed pulley, wholly is the T style of calligraphy, and one end sets up the fixed pulley in order to make things convenient for the cable to receive and release, and one end is the controller support, and the bottom links to each other with the workboat deck, provides a stable platform for whole equipment.
The invention has the advantages and beneficial effects that:
(1) The invention relates to an in-situ test method for the back-silting floating mud in a submarine foundation tank, which greatly reduces the workload of diving to salvage the floating mud by a diver, avoids disturbance to the back-silting floating mud and has more accurate and reliable measurement.
(2) The invention has high degree of automation and simple and convenient operation, and improves the efficiency of measuring the density of the back-silting floating mud.
(3) The invention can simultaneously and continuously measure the parameters such as density, temperature, water depth, floating mud thickness and the like, the measured data can be intuitively displayed on the LCD liquid crystal screen in real time, and the measured data can be exported for deep analysis.
Drawings
FIG. 1 is a schematic diagram of a method for testing the density of the back-silted floating mud in a tuning fork type seabed base tank.
Fig. 2 is a schematic diagram of a tuning fork vibration type density measurement probe.
FIG. 3 is a schematic diagram of a back-silting sludge density tester in a tuning fork type seabed base tank.
Fig. 4 is a schematic structural view of the cable device.
Other relevant drawings may be made by those of ordinary skill in the art from the above figures without undue burden.
Detailed Description
In order to make the person skilled in the art better understand the solution of the present invention, the following describes the solution of the present invention with reference to specific embodiments.
1-4, a method for detecting the thickness and density of the back-silted floating mud in a tuning fork type seabed foundation tank is realized by adopting a set of testing system, wherein the testing system comprises a tuning fork vibration type density measuring probe 1, a cable device 2, a controller 3, a portable measuring bracket 4 and the like; the portable measuring bracket 4 is arranged on the deck of the workboat, and is fixed with the controller 3 and the cable device 2 by screws; the tuning fork vibration type density measurement probe 1 is connected to cable device 2 one end, and the other end is connected with the controller 3, and the during operation is through receiving and releasing of cable device 2, and then control rising or sinking of tuning fork vibration type density measurement probe 1, realize functions such as the density of automatic measurement back silt floating mud layer, thickness and back silt floating mud layer height from the surface of water.
The tuning fork vibration type density measurement probe 1 comprises a vibration tuning fork sensor 1-1, a temperature sensor 1-2, a stainless steel counterweight 1-3, a counterweight seat 1-4 and an electric wire sealing interface 1-5 which are sequentially connected from bottom to top, wherein the vibration tuning fork sensor 1-1 is composed of a stainless steel anti-corrosion material shell, is integrally welded, a signal processing circuit board is fixed in a cavity above the sensor, is sealed and waterproof by a PCB (printed circuit board) special sealing adhesive, the vibration tuning fork sensor 1-1 has constant vibration frequency, and when tuning fork tines contact different density mediums, the vibration frequency is changed, so that corresponding medium density values can be fitted through vibration frequency change data; the temperature sensor 1-2 is a PT100 platinum thermal resistance temperature sensor; the stainless steel counterweight 1-3 can adjust the weight according to the requirement, so that the tuning fork vibration type density measurement probe 1 achieves better verticality, and the tuning fork vibration type density measurement probe 1 can sink to the bottommost part of a submarine foundation trench under the action of self gravity; epoxy resin is filled and sealed in the electric wire sealing interfaces 1-5, and the sealing waterproof effect is achieved to the greatest extent after the electric wire sealing interfaces are screwed.
The cable device 2 comprises a cable 2-1, a wire coil 2-2, a wire coil driving motor 2-3, a cable length change detection sensor 2-4 and a cable tension change detection sensor 2-5, wherein the cable 2-1 is wound on the wire coil 2-2, the wire coil 2-2 is in transmission connection with the wire coil driving motor 2-3, and when in operation, the wire coil driving motor 2-3 drives the wire coil 2-2 to rotate at a fixed speed, so that the winding and unwinding function of the cable 2-1 is realized, and further the tuning fork vibration type density measurement probe 1 is driven to ascend or descend; the cable length change detection sensor 2-4 adopts a rotary encoder, is arranged on a guide wheel 2-41, the cable 2-1 bypasses the guide wheel, when the extension length of the cable 2-1 changes, the guide wheel 2-41 rotates along with the cable, the rotary encoder detects the rotation quantity of the guide wheel, and then the rotation quantity is converted into the extension length change quantity of the cable 2-1; the cable tension change detection sensor 2-5 is used for detecting tension change data borne by the cable 2-1, so that the condition of a medium state where the tuning fork vibration type density measurement probe 1 is positioned in the sinking process can be judged according to the tension change data (when the tuning fork vibration type density measurement probe 1 just sinks into water, the detection data of the cable tension change detection sensor 2-5 has a obviously reduced change quantity due to buoyancy effect, and the tuning fork vibration type density measurement probe 1 can be judged to enter water; when the cable is continuously sunk to the bottommost part of a seabed foundation trench, the detection data of the cable tension change detection sensor 2-5 is reduced to be basically zero, and the cable tension change detection sensor 2-5 adopts a resistance type tension pressure sensor, and is arranged between a first guide roller 2-51 and a second guide roller 2-52 through which the cable 2-1 passes, wherein a small roller is arranged at the probe end of the resistance type tension pressure sensor, and the small roller compresses the cable 2-1, so that the tension of the cable 2-1 is represented by the tension of the cable 2-1 through the tension of the resistance type tension pressure sensor detection line 2-1; or the cable tension change detection sensor 2-5 adopts a tension sensor and is arranged at the front end part of the cable 2-1, namely the front end of the cable 2-1 is connected with the tuning fork vibration type density measurement probe 1 through the tension sensor.
The controller 3 consists of a signal main board 3-1, a liquid crystal display 3-2 and an equipment shell 3-3, wherein the signal main board 3-1 and the liquid crystal display 3-2 are integrated on the equipment shell 3-3; the signal main board 3-1 controls the wire coil driving motor 2-3 to transmit the tuning fork vibration type density measuring probe 1 to a measuring point, analyzes and calculates the returned related data to obtain density, depth and temperature data, can set basic parameters such as data quantity, data downloading, display language and the like through a human-computer interface, and intuitively displays the measured data through the liquid crystal display screen 3-2.
The portable measuring support 4 is composed of a combined support 4-1 and a fixed pulley 4-2, is in a T shape as a whole, one end of the portable measuring support is provided with the fixed pulley 4-2 so as to be convenient for winding and unwinding cables, the other end of the portable measuring support is a support of the controller 3, and the bottom of the portable measuring support is connected with a deck of a working ship to provide a stable platform for the whole equipment.
The method for detecting the thickness and the density of the back-silted floating mud in the tuning fork type seabed foundation tank comprises the following steps:
and step 1, starting a wire coil driving motor 2-3 to slowly sink the tuning fork vibration type density measuring probe 1 at uniform speed.
Step 2, when the detection data of the cable tension change detection sensor 2-5 is obviously reduced and changed for the first time (the reduction change amount reaches a set first threshold value) in the sinking process of the tuning fork vibration type density measurement probe 1, the controller 3 considers that the tuning fork vibration type density measurement probe 1 enters the water surface, and the controller 3 records the detection value H1 of the cable length change detection sensor 2-4 at the moment; as the tuning fork vibration type density measurement probe 1 continues to sink, when the detected data of the cable tension change detection sensor 2-5 is obviously reduced and changed again (the reduction variable quantity reaches a set second threshold value), the controller 3 considers that the tuning fork vibration type density measurement probe 1 enters a silt-back floating mud layer, and the controller 3 records the detected value H2 of the cable length change detection sensor 2-4 at the moment; as the tuning fork vibration type density measurement probe 1 continues to sink, when the detection data of the cable tension change detection sensor 2-5 is reduced to a set third threshold value which is basically zero, the controller 3 considers that the tuning fork vibration type density measurement probe 1 has sunk to the bottom of the seabed foundation trench, and the controller 3 records the detection value H3 of the cable length change detection sensor 2-4 at the moment; H2-H1 is the depth of the top surface of the back-silting floating mud from the water surface, H3-H2 is the thickness of the back-silting floating mud layer, and the tuning fork vibration type density measuring probe 1 can detect and obtain the density and temperature data of the whole back-silting floating mud layer, and the data are recorded in the controller 3.
And 3, automatically stopping the wire coil driving motor 2-3 after the tuning fork vibration type density measuring probe 1 sinks to the bottommost part of the submarine foundation tank, and then reversing the wire coil driving motor 2-3 to retract the tuning fork vibration type density measuring probe 1.
And step 4, after the measurement is finished, the measured information is stored in a device memory chip, a USB downloading function is set, data are exported, and the data are analyzed.
Spatially relative terms, such as "upper," "lower," "left," "right," and the like, may be used in the embodiments for ease of description to describe one element or feature's relationship to another element or feature's illustrated in the figures. It will be understood that the spatial terms are intended to encompass different orientations of the device in use or operation in addition to the orientation depicted in the figures. For example, if the device in the figures is turned over, elements described as "under" other elements or features would then be oriented "over" the other elements or features. Thus, the exemplary term "lower" may encompass both an upper and lower orientation. The device may be otherwise positioned (rotated 90 degrees or at other orientations) and the spatially relative descriptors used herein interpreted accordingly.
Moreover, relational terms such as "first" and "second", and the like, may be used solely to distinguish one element from another element having the same name, without necessarily requiring or implying any actual such relationship or order between such elements.
The foregoing has described exemplary embodiments of the invention, it being understood that any simple variations, modifications, or other equivalent arrangements which would not unduly obscure the invention may be made by those skilled in the art without departing from the spirit of the invention.
Claims (8)
1. A method for detecting thickness and density of back-silted floating mud in a tuning fork type seabed foundation tank is characterized by comprising the following steps: the method is realized by adopting a set of test system, wherein the test system comprises a tuning fork vibration type density measurement probe, a cable device, a controller and a portable measurement bracket; the portable measuring bracket is arranged on the deck of the working ship, and a controller and a cable device are fixed on the portable measuring bracket; the cable device comprises a cable, a wire coil driving motor, a cable length change detection sensor and a cable tension change detection sensor, wherein the cable of the cable device is connected with the tuning fork vibration type density measurement probe, and when the cable device is in operation, the lifting or sinking of the tuning fork vibration type density measurement probe is controlled through the winding and unwinding of the cable device; the detection method comprises the following steps:
step 1, starting a wire coil driving motor of a cable device, and slowly sinking a tuning fork vibration type density measuring probe at uniform speed;
step 2, when the detection data of the cable tension change detection sensor is obviously reduced and changed for the first time in the sinking process of the tuning fork vibration type density measurement probe, the controller considers that the tuning fork vibration type density measurement probe enters below the water surface, and the controller records the detection value H1 of the cable length change detection sensor at the moment; as the tuning fork vibration type density measurement probe continues to sink, when the detection data of the cable tension change detection sensor is obviously reduced and changed again, the controller considers that the tuning fork vibration type density measurement probe enters a back-silting floating mud layer, and the controller records the detection value H2 of the cable length change detection sensor at the moment; as the tuning fork vibration type density measuring probe continues to sink, when the detection data of the cable tension change detection sensor is reduced to a set threshold value which is basically zero, the controller considers that the tuning fork vibration type density measuring probe has sunk to the bottommost part of the submarine base tank, and the controller records the detection value H3 of the cable length change detection sensor at the moment; H2-H1 is the depth of the top surface of the back-silting floating mud from the water surface, H3-H2 is the thickness of the back-silting floating mud layer, and the tuning fork vibration type density measuring probe detects and obtains density data of different depth positions of the whole back-silting floating mud layer;
and 3, automatically stopping the wire coil driving motor after the tuning fork vibration type density measuring probe sinks to the bottommost part of the submarine foundation tank, and then reversing the wire coil driving motor to retract the tuning fork vibration type density measuring probe.
2. The method for detecting the thickness and the density of the back-silted floating mud in the tuning fork type seabed base tank according to claim 1, wherein the method comprises the following steps: the tuning fork vibration type density measurement probe comprises a vibration tuning fork sensor, a stainless steel counterweight, a counterweight seat and an electric wire sealing interface which are sequentially connected from bottom to top.
3. The method for detecting the thickness and the density of the back-silted floating mud in the tuning fork type seabed base tank according to claim 2, wherein the method comprises the following steps: and a temperature sensor is further arranged on the tuning fork vibration type density measurement probe.
4. The method for detecting the thickness and the density of the back-silted floating mud in the tuning fork type seabed base tank according to claim 1, wherein the method comprises the following steps: the cable length change detection sensor adopts rotary encoder to set up on a leading wheel, and the cable is walked around this leading wheel, and when the extension length of cable changed, this leading wheel rotated thereupon, detects the rotation volume of leading wheel through rotary encoder, and then converts the extension length variable volume of cable.
5. The method for detecting the thickness and the density of the back-silted floating mud in the tuning fork type seabed base tank according to claim 1, wherein the method comprises the following steps: the cable tension change detection sensor adopts a resistance type tension pressure sensor, is arranged between a first guide roller and a second guide roller through which a cable passes, and is provided with a small roller at the probe end, the small roller compresses the cable, and the tension change quantity born by the cable is characterized by detecting the tension of the cable through the resistance type tension pressure sensor.
6. The method for detecting the thickness and the density of the back-silted floating mud in the tuning fork type seabed base tank according to claim 1, wherein the method comprises the following steps: the cable tension change detection sensor adopts a tension sensor, and is arranged at the front end part of the cable, namely the front end of the cable is connected with a tuning fork vibration type density measurement probe through the tension sensor.
7. The method for detecting the thickness and the density of the back-silted floating mud in the tuning fork type seabed base tank according to claim 1, wherein the method comprises the following steps: the controller consists of a signal main board, a liquid crystal display screen and an equipment shell, wherein the signal main board and the liquid crystal display screen are integrated on the equipment shell.
8. The method for detecting the thickness and the density of the back-silted floating mud in the tuning fork type seabed base tank according to claim 1, wherein the method comprises the following steps: the portable measuring support comprises a combined support and a fixed pulley, the whole fixed pulley is in a T shape, one end of the fixed pulley is provided with the fixed pulley so as to facilitate the winding and unwinding of cables, the other end of the fixed pulley is a controller support, the bottom of the fixed pulley is connected with a deck of a working ship, and a stable platform is provided for the whole equipment.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202310874989.8A CN117071524A (en) | 2023-07-17 | 2023-07-17 | Method for detecting thickness and density of back-silted floating mud in tuning fork type seabed foundation tank |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202310874989.8A CN117071524A (en) | 2023-07-17 | 2023-07-17 | Method for detecting thickness and density of back-silted floating mud in tuning fork type seabed foundation tank |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN117071524A true CN117071524A (en) | 2023-11-17 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202310874989.8A Pending CN117071524A (en) | 2023-07-17 | 2023-07-17 | Method for detecting thickness and density of back-silted floating mud in tuning fork type seabed foundation tank |
Country Status (1)
| Country | Link |
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| CN (1) | CN117071524A (en) |
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- 2023-07-17 CN CN202310874989.8A patent/CN117071524A/en active Pending
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