CN109579802A - A kind of multistage penetration type seabed sand waves in-situ observation device and method - Google Patents
A kind of multistage penetration type seabed sand waves in-situ observation device and method Download PDFInfo
- Publication number
- CN109579802A CN109579802A CN201811605627.4A CN201811605627A CN109579802A CN 109579802 A CN109579802 A CN 109579802A CN 201811605627 A CN201811605627 A CN 201811605627A CN 109579802 A CN109579802 A CN 109579802A
- Authority
- CN
- China
- Prior art keywords
- feeler lever
- injection
- annular
- guide pipe
- multistage
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Granted
Links
Classifications
-
- G—PHYSICS
- G01—MEASURING; TESTING
- G01C—MEASURING DISTANCES, LEVELS OR BEARINGS; SURVEYING; NAVIGATION; GYROSCOPIC INSTRUMENTS; PHOTOGRAMMETRY OR VIDEOGRAMMETRY
- G01C13/00—Surveying specially adapted to open water, e.g. sea, lake, river or canal
Landscapes
- Life Sciences & Earth Sciences (AREA)
- Hydrology & Water Resources (AREA)
- Physics & Mathematics (AREA)
- Engineering & Computer Science (AREA)
- General Physics & Mathematics (AREA)
- Radar, Positioning & Navigation (AREA)
- Remote Sensing (AREA)
- Geophysics And Detection Of Objects (AREA)
Abstract
A kind of multistage penetration type seabed sand waves in-situ observation device and method, including support construction, by three-level injection mechanism, multistage feeler lever, mating observation instrument and ancillary equipment, ancillary equipment, that is, support vessel and boom hoisting etc..Its principle is to rely on to carry out injection to feeler lever as the multistage injection system of triggering element to the penetration resistance variation of feeler lever by bed ripples migration different phase bed ripples body, and in-situ observation is carried out to injection area by the equipment that feeler lever carries, analyze the sea bed environment factor change in bed ripples transition process.Its method includes the implementation of multistage injection system.The present invention provides a kind of new observation thinking for the observation in real time in situ that seabed sand waves migrate, and provides a kind of new method for the injection of middle-size and small-size seabed sand waves development area, has equipment simple and easy, real-time measurement in situ is applicable in the features such as waters is wide.
Description
Technical field
The present invention relates to a kind of multistage penetration type seabed sand waves in-situ observation device and methods, belong to submarine observation technology neck
Domain and marine engineering geology field.
Background technique
Seabed sand waves are shelf sea bed load matter deposits under the hydrodynamisms such as ocean wave, tide, and a kind of wave crest line is vertical
In the intermittent submarine geomorphy type that main water (flow) direction is long and narrow.The presence and migration that a host of facts show seabed sand waves are to seabed
Pipe safety has larger impact, and bed ripples migration is easy to cause the hanging of submarine pipeline and cable or bury, and will lead to seabed when more serious
Fracture, the failure of umbilical, bring grave danger to economic security and Environmental security, so being observed research meaning to seabed sand waves
Justice is great.
The data source of seabed sand waves migration at present is mainly that multi-beam repeats the acoustics instrument such as depth measurement and side scan sonar
Device.Geophysical vessel is sent to carry out the positioning depth of water using acoustic instruments such as multi-beam and side scan sonars to observation sea area by interval time
Duplicate measurements, the observation migrated by water depth ratio, Lai Shixian for bed ripples.Expend a large amount of ship times and obtain only between the time
Disconnected data cannot achieve the observation in real time in situ for seabed sand waves.It is found from the open source information analysis of retrieval: Yi Zhonghai
The accurately detecting method (patent No.: CN2013103117430.1) of the large complicated bed ripples landforms in bottom and a kind of sea based on MBES
Bed-sit rolling land looks motion detection method (patent No. CN201310317429.9) is by high-resolution multibeam echosounding technology
The migration for detecting seabed sand waves with positioning system is core technology.This observed pattern is simple and easy, but needs to be repeated several times
Measurement, time are discontinuous, cannot achieve in-situ observation, are unable to the concrete condition that accurate judgement bed ripples migrates from intermittent data.
Seabed sand waves original position real-time observation device and method (publication number: CN107631720A) and the seabed sand waves based on pressure gauge move
Movement observation device and method (publication number: CN107063196A), the Preliminary design observation program of seabed sand waves in-situ observations,
But due to not can solve the simple and effective injection in Sandy Seabed area, it is not able to achieve the sight to the longitudinal profile of seabed sand waves
It surveys.
Summary of the invention
In view of the deficiencies of the prior art, the present invention provides a kind of observation device of multistage penetration type seabed sand waves migration and sides
Method, to realize the in-situ observation migrated to seabed sand waves.
Apparatus structure
Multistage penetration type seabed sand waves in-situ observation device, it is characterised in that including support construction and with multistage injection mechanism
Feeler lever,
The support construction is used to support feeler lever to prevent it from toppling, and multiple supporting legs, support construction are arranged at support construction bottom
Top is equipped with more hawsers, and the upper end of the hawser is connected to the lateral surface on the feeler lever top, equipped with rotation in support construction
Turn Imaging sonar, current meter, is annular control cabinet made of resistant material in the middle part of support construction, annular control cabinet is surrounded on spy
The periphery of bar is provided with acceleration transducer and attitude transducer in annular control cabinet,
It is the body of rod in the middle part of the feeler lever, post installs injection cone, top is equipped with release ring, and release ring is connected to acoustics and releases
Device bottom is put, the top of the acoustic releaser then connects cloth cable laying, and body of rod upper outside is additionally provided with counterweight cabin；
Body of rod upper outside face is equipped with multiple annular grooves, and annular groove is as the stress point to exert a force downwards to feeler lever；
The counterweight cabin is equipped with acceleration transducer, attitude transducer；In addition there are power supply, primary processor, memory, data to adopt
Collector, sensing circuit --- these components are installed on annular control cabinet or counterweight cabin；
Annular control cabinet is connected with two Kevlar cables, and first counterweight cabin with feeler lever is connected, and Article 2 is discharged with the second level
The ejection release of device is connected；
Each acceleration transducer and each attitude transducer pass through Kevlar cable respectively and connect with the sensing circuit, described
Data acquisition circuit and sensing circuit are connect with primary processor respectively；
First Kevlar cable also by being located at the conducting wire inside resistivity feeler lever, and is mounted on body of rod outer wall or inside
Various detection instruments 19 be connected, primary processor control data acquisition circuit acquires the data that detection instrument is observed；
The multistage injection mechanism includes the acoustic releaser for being connected to cloth cable laying lower end, second above annular control cabinet
Grade perforation device and the third level perforation device being connected to below annular control cabinet；Second level perforation device and third level injection dress
Set the periphery for being surrounded on feeler lever；
Wherein second level perforation device and third level perforation device by guide pipe and cover the ejection release on guide pipe top
Composition；
The ejection release includes tubular body, and tubular body upper limb is equipped with annular table, and annular table lower end surface is equipped with energy storage pressure spring, ring
Shape platform inner wall lower sets connecting rod, and the connecting rod is controlled by relay switch and realizes contraction；The relay switch setting
It is powered inside the tubular body, and by annular control cabinet, and is controlled by primary processor；
The upper outside of the guide pipe is equipped with groove, and guide pipe is fixed on annular and protruding into the groove by the connecting rod
The lower part of platform, and the lower end of the energy storage pressure spring is pressed in the upper limb of the guide pipe；
When relay switch is connected, connecting rod is retracted in release pipe groove, and energy storage pressure spring pushes down on guide pipe and discharged；
Guide pipe lower edge is equipped with multiple guide pads, and each guide pad passes through the lower end that shaft is connected to guide pipe, and can be around
Until axially directed pipe internal rotating to horizontal position, the outer end upside of guide pad is arc, outer end downside is plane；
The outer end underside plan of guide pad is connected with one end of compression spring, and the compression spring other end is connected on guide pipe,
And the elastic force that can be rotated up is provided guide pad；It, will not be right because guide pad has the outer end face of arc when feeler lever moves downward
Feeler lever generates blocking, and when feeler lever injection is by limited time, ejection release discharges downwards guide pipe, and provides downward motive force,
Guide pipe is moved downward relative to feeler lever, and guide pad rotates upwards under the action of compression spring at this time, and is entered on the outside of feeler lever
An annular groove, the lower end surface of guide pad pushes feeler lever to move downward by the point of application of annular groove.
The support construction include a braced frame, braced frame bottom set there are three or three or more equidistantly distributeds
Supporting leg, supporting leg bottom is equipped with support cone, and the middle part of braced frame bottom surface is arranged in the annular control cabinet；It is described
It is rotated into current meter and rotation imaging sonar is also mounted in braced frame.
The support plate with balancing disk is additionally provided between the supporting leg and support cone.
The support construction further includes spacer bar, and is supported using spacer bar to the annular table, and by institute
The second level perforation device stated is supported in the top of annular control cabinet.
Working principle
Injection principle is the acceleration transducer relied on be divided into built in feeler lever described in the injection system and the design of three-level, posture
Sensor realizes the effective injection for being directed to middle-size and small-size seabed sand waves landform development area.The multistage injection system is bottomed out in support plate
Afterwards, first order gravity injection system is triggered, feeler lever is discharged by release.Feeler lever feeler lever and balancing disk Gravitative Loads and second,
Downward injection under the effect of contraction of the two-stage guide pipe of third level injection system.If with the continuous migration of bed ripples, if occurring husky
Wave trough is gradually mobile to the body of rod, and body of rod cone reduces relative to bed ripples surface depth of penetration, and the body of rod generates under the effect of gravity
Triggering second level injection system when the body of rod generates sedimentation deformation again after first order injection is recorded in sliding, acceleration transducer,
The three-level injection system occurs two by the Bit andits control and setting time co- controlling of acceleration transducer within the set time
Grade injection after displacement again when or reach setting time when trigger.Guarantee the body of rod always in effective injection seabed sand waves body, into
Row effectively observation.
Feeler lever of the invention can carry various observation devices, such as carry electrode retaining collar and make resistivity feeler lever, and take
Pore water pressure sensor is carried to monitor pore water pressure etc..
Multistage penetration type seabed sand waves in-situ observation device and method of the invention, can be more simply and effectively in bed ripples
Development area will observe feeler lever injection bed ripples development area sea bed, and the sensor of the vertical characteristics by being equipped on feeler lever, cut open
The research of variation inverting bed ripples change procedure on face, monitoring and early warning scheme to seabed sand waves migration is of great significance.
In the in-situ observation technology to seabed sand waves migration that submarine observation technical field, China are detected based on section in situ
At present or blank, the multistage penetration type seabed that apparatus of the present invention are targetedly designed for the geology characteristic of bed ripples development area are husky
Wave in-situ observation device, method is simple for injection, it will effectively fills up this vacancy, pushes national marine hazards control
The development of early warning ensures the safety of seafloor foundation job facilities.The present invention provides for the observation in real time in situ that seabed sand waves migrate
A kind of new observation thinking provides a kind of new method for the injection of middle-size and small-size seabed sand waves development area, has equipment letter
Single easy, real-time measurement in situ is applicable in the features such as waters is wide.
Detailed description of the invention
Fig. 1 is overall structure diagram of the invention.
Fig. 2 is support construction schematic diagram of the present invention.
Fig. 3 is the structure chart of feeler lever of the invention.
Fig. 4 is second, third grade of perforation device sectional view of the invention.
Fig. 5 is circuit connecting relation schematic diagram of the invention.
Fig. 6 is the schematic diagram of observation device and support vessel of the invention.
Fig. 7 is that observation device of the invention lays penetration process schematic diagram
Fig. 8 is the flow diagram of bed ripples migration observation of the invention
1- supports cone in figure, and 2- has the support plate of balancing disk, 3- supporting leg, 4- feeler lever, 5- current meter, 6- rotation imaging sound
It receives, 7- annular control cabinet, 8- spacer bar, 9- guide pipe, 10- launches release, and 11- Kevlar cable, 12- hawser, 13- matches
Weight cabin, 14- becket, 15- cloth cable laying, 16- release, 17- injection cone, the 18- insulation body of rod, 19- observation sensor probe,
20- conducting wire, 21- annular groove, 22- guide pad, 23- compression spring, 24- relay switch, 25- connecting rod, 26- energy-stored spring,
27- annular table, 28- support vessel, 29- boom hoisting, 30 grooves, 31- tubular body.
Specific embodiment
Such as Fig. 1-5, multistage penetration type seabed sand waves in-situ observation device, it is characterized in that including support construction and with multistage
The feeler lever 4 of injection mechanism,
The support construction is used to support feeler lever 4 to prevent it from toppling, and multiple supporting legs 3, support knot are arranged at support construction bottom
More hawsers 12 are equipped at the top of structure, the upper end of the hawser is connected to the lateral surface on 4 top of feeler lever, carries in support construction
There are rotation Imaging sonar 5, current meter 6, is annular control cabinet 7 made of resistant material, annular control cabinet 7 in the middle part of support construction
It is surrounded on the periphery of feeler lever 4, is provided with acceleration transducer and attitude transducer in annular control cabinet 7,
It is the body of rod 18 in the middle part of the feeler lever 4, injection cone 17 is installed in 18 bottom of the body of rod, top is equipped with release ring 14, discharges ring 14
It is connected to 16 bottom of acoustic releaser, the top of the acoustic releaser 16 then connects cloth cable laying 15, and 18 upper outside of the body of rod is also
Equipped with counterweight cabin 13；
The 18 upper outside face of the body of rod be equipped with multiple annular grooves 21, annular groove 21 as to feeler lever 4 exert a force downwards by
Force；
The counterweight cabin 13 is equipped with acceleration transducer, attitude transducer；In addition there are power supply, primary processor, memory, data
Acquisition Circuit, sensing circuit --- these components are installed on annular control cabinet 7 or counterweight cabin 13；
Annular control cabinet 7 is connected with two Kevlar cables 11, and first counterweight cabin 13 with feeler lever 4 is connected, and Article 2 is with second
The ejection release 10 of grade release device is connected；
Each acceleration transducer and each attitude transducer pass through Kevlar cable 11 respectively and connect with the sensing circuit, institute
It states data acquisition circuit and sensing circuit is connect with primary processor respectively；
First Kevlar cable (11) and is mounted on bar also by being located at resistivity feeler lever (4) internal conducting wire (20)
Body (18) outer wall or the various detection instruments 19 of inside are connected, and the primary processor controls data acquisition circuit to acquire survey meter
The data that device 19 is observed；
The multistage injection mechanism includes the acoustic releaser 16 for being connected to 15 lower end of cloth cable laying, is located at annular 7 top of control cabinet
Second level perforation device and be connected to the third level perforation device of 7 lower section of annular control cabinet；Second level perforation device and third
Grade perforation device is surrounded on the periphery of feeler lever 4；
Wherein second level perforation device and third level perforation device by guide pipe 9 and cover the ejection release on 9 top of guide pipe
Device 10 forms；
The ejection release 10 includes tubular body 31, and 31 upper limb of tubular body is equipped with annular table 27, and 27 lower end surface of annular table is equipped with
Energy storage pressure spring 26,27 inner wall lower of annular table set connecting rod 25, and the connecting rod 25 is controlled by relay switch 24 and realized
It shrinks；The relay switch 24 is set to inside the tubular body 31, and is powered by annular control cabinet 7；
The upper outside of the guide pipe 9 is equipped with groove 30, and the connecting rod 28 is consolidated guide pipe 9 by protruding into the groove 30
The upper limb of the guide pipe 9 is pressed in due to the lower end of the lower part of annular table 27, and the energy storage pressure spring 26；
Relay switch 24 connect when, connecting rod 28 be retracted to release pipe groove 30 in, energy storage pressure spring 26 push down on guide pipe 9 into
Row release；
9 lower edge of guide pipe is equipped with multiple guide pads 22, and each guide pad 22 is connected to the lower end of guide pipe 9 by shaft, and
Can be that arc, outer end downside are on the upside of the outer end of guide pad 22 until axially directed pipe (9) internal rotating to horizontal position
Plane；
The outer end underside plan of guide pad 22 is connected with one end of compression spring 23, and 23 other end of compression spring is connected to guiding
On pipe 9, and the elastic force that can be rotated up is provided guide pad 22；When feeler lever 4 moves downward, because guide pad 22 has the outer of arc
End face will not generate blocking to feeler lever 4, and when 4 injection of feeler lever is by limited time, ejection release 10 discharges downwards guide pipe 9, and mentions
For downward motive force, guide pipe 9 is moved downward relative to feeler lever 4, at this time guide pad 22 under the action of compression spring 23 to
Upper rotation, and enter an annular groove 21 in 4 outside of feeler lever, the lower end surface of guide pad 22 is pushed away with annular groove 21 for the point of application
Dynamic feeler lever 4 moves downward.
The support construction include a braced frame, braced frame bottom set there are three or three or more equidistantly distributeds
Supporting leg 3, supporting leg bottom is equipped with support cone 1, and the middle part of braced frame bottom surface is arranged in the annular control cabinet 7；
Current meter 5 and the rotation imaging sonar 6 of being rotated into is also mounted in braced frame.
The support plate 2 with balancing disk is additionally provided between the supporting leg 3 and support cone 1.
The support construction further includes spacer bar 8, and is supported using spacer bar 8 to the annular table 27, and
The second level perforation device is supported in the top of annular control cabinet 7.
Such as Fig. 6,7,8, the feeler lever is carried out using the multistage penetration type seabed sand waves in-situ observation device multistage
The method of injection, it is characterized in that the following steps are included:
1) the multistage penetration type seabed sand waves in-situ observation device is hung to sea bed surface using the onboard crane 29 of support vessel 28,
Judge whether support construction touches sea bed surface according to the acceleration transducer in annular control cabinet 7, is released later by acoustics
It puts device 16 and freely discharges feeler lever 4, make it under the effect of gravity with certain initial velocity injection Sandy Seabed, the acceleration in counterweight cabin 13
After degree sensor receives and bottoms out signal, it is transferred to primary processor, feeler lever 4 is started to work according to preset mode；The second level is passed through
Enter device into state to be triggered；
2) after work starts, if occurring, bed ripples trough is gradually mobile to feeler lever 4, and injection cone 17 is relative to bed ripples surface injection depth
Degree reduces, and side friction also declines therewith, and feeler lever 4 generates downward sliding, counterweight cabin 13 after penetration resistance drops to certain value
After interior acceleration transducer monitors displacement, second level perforation device is triggered, ejection release 10 discharges downwards guide pipe 9,
And downward motive force is provided, guide pipe 9 is moved downward relative to feeler lever 4, at this time effect of the guide pad 22 in compression spring 23
Under move upwards, and enter an annular groove 21 in the outside of feeler lever 4, the lower end surface of guide pad 22 is force with annular groove 21
Point promotion feeler lever 4 moves downward；
After the acceleration transducer in 4 counterweight cabin 13 of feeler lever, which receives, bottoms out signal, it is transferred to primary processor, 4 basis of feeler lever
Preset mode is started to work；Third level perforation device enters state to be triggered；
3) triggering mode of third level injection system displacement trigger mechanism identical with second level perforation device is identical；
4) after in-situ observation end cycle, by travelling support vessel 28 to target point, the underwater unmanned boat of cable is placed under
Recycle observation device.
6. the method for multistage injection as claimed in claim 5, it is characterized in that there are also time triggers in the step 3)
Mechanism, i.e., after the completion of the injection of the second level, the body of rod does not generate displacement within the set time, though then after reaching setting time plus
Whether velocity sensor monitors that displacement all triggers third level perforation device, by the further downward injection of feeler lever 4.
Embodiment
Feeler lever 4 shown in Fig. 3 is a kind of general aspect, below with feeler lever installation electrode retaining collar to be constituted resistivity feeler lever
For, to illustrate working method of the invention.
Become using the multistage penetration type seabed sand waves in-situ observation device observation seabed sand waves migration based on resistivity feeler lever
The method of change, comprising the following steps:
1) indoor correction test:
1.1) observation device is placed in large-scale simulation sink first；
1.2) true seabed sand waves moving process is then simulated, and uses bed ripples table in laser range finder accurate measurement whole process
The variation of face elevation, while the process is measured using feeler lever of the invention；
1.3) measurement result of the observation device and the measurement result of laser range finder are compared, measured deviation is obtained, establishes the sight
The observed result of device and the relationship of sea bed real change are surveyed, correction factor is obtained；
2) observation device is detected and is arranged, it is ensured that all the sensors are in normal operating conditions；And by support construction, more
Grade injection system, resistivity feeler lever are assembled；
3) according to the substrate data of target point and dynamic sounding data, the static point resistance and side friction of the point sea bed are calculated
And determine pile penetration, ring-shaped weight is designed accordingly, it is ensured that the injection cone 17 of resistivity feeler lever can be in first order gravity injection
Completely into sea bed under effect, and set second, third grade of perforation device triggering displacement in time between；
4) support vessel is reached into target point using the GPS positioning system of support vessel 28；
5) device is hung to sea bed surface using the onboard crane 29 of support vessel 28, when boat-carrying laying system receives annular control
In cabin 7 processed acceleration transducer touch the signal on sea bed surface after, resistivity feeler lever is freely discharged by release 16, make its
With certain initial velocity injection Sandy Seabed under gravity, the acceleration transducer in counterweight cabin 13 receives bottom out signal after,
It is transferred to the primary processor of annular control cabinet, according to the period starting measurement work set in advance；Second level perforation device enters
State to be triggered；
6) after the in-situ observation period starts, if occurring, bed ripples trough is gradually mobile to the body of rod, and body of rod cone is relative to bed ripples surface
Depth of penetration reduces, and side friction also declines therewith, and resistivity feeler lever 4 is being self-possessed after suffered penetration resistance drops to certain value
Effect is lower further to generate sliding downwards, after acceleration transducer monitors displacement, triggers second level perforation device, launches release
10 pop up downwards guide pipe 9, and 22 stress of guide pad in horizontal direction, is fastened with body of rod frustum cone structure, and the body of rod 4 is pushed to pass through downwards
Enter；
7) third level injection system is in state to be triggered, the touching of third level injection system after second level injection system trigger
Originating party formula increases time trigger mechanism, i.e., passes through in the second level in addition to displacement trigger mechanism identical with second level perforation device
After the completion of entering, the body of rod does not generate displacement in setting time, then third level perforation device is triggered when reaching setting time, by the body of rod
4 further downward injection.
8) after in-situ observation end cycle, by travelling support vessel 28 to target point, the underwater nothing of cable is placed under
People's ship recycles observation device；
9) the observation data for reading memory, calculate entire observation process ocean soil change in resistance process, then pass through posture
The data of sensor record carry out the correction of elevation variation, carry out depth correction by the data that acceleration transducer records, most
The change procedure of vertical resistivity is obtained afterwards；
10) seabed sand waves wave height determines method: resistivity the best part is sea-bed resistivity, first maximum and thereon one
The midpoint of a minimum is Sandy Seabed face, and top is seawater resistivity, and wherein the smallest part of resistivity is uninfluenced
Seawater.Measurement point seabed sand waves height change process can be obtained in the data for comparing different measurement periods.
Claims (6)
1. multistage penetration type seabed sand waves in-situ observation device, it is characterised in that including support construction and with multistage injection mechanism
Feeler lever (4),
The support construction is used to support feeler lever (4) to prevent it from toppling, and support construction bottom has multiple supporting legs (3), branch
More hawsers (12) are equipped at the top of support structure, the upper end of the hawser is connected to the lateral surface on the feeler lever (4) top, support knot
Equipped with rotation Imaging sonar (5), current meter (6) on structure, support construction middle part is annular control cabinet made of resistant material
(7), annular control cabinet (7) is surrounded on the periphery of feeler lever (4), is provided with acceleration transducer and posture in annular control cabinet (7)
Sensor,
It is the body of rod (18) that injection cone (17) are installed in the body of rod (18) bottom, top is equipped with release ring in the middle part of the feeler lever (4)
(14), release ring (14) is connected to acoustic releaser (16) bottom, and the top of the acoustic releaser (16) then connects cloth cable laying
(15), the body of rod (18) upper outside is additionally provided with counterweight cabin (13)；
The body of rod (18) the upper outside face is equipped with multiple annular grooves (21), and annular groove (21) is as downward to feeler lever (4)
The stress point of force；
The counterweight cabin (13) is equipped with acceleration transducer, attitude transducer；In addition there are power supply, primary processor, memory, numbers
According to Acquisition Circuit, sensing circuit --- these components are installed on annular control cabinet (7) or counterweight cabin (13)；
Annular control cabinet (7) is connected with two Kevlar cables (11), and first counterweight cabin (13) with feeler lever (4) is connected, and second
Item is connected with the ejection release (10) of second level release device；
Each acceleration transducer and each attitude transducer pass through Kevlar cable (11) respectively and connect with the sensing circuit,
The data acquisition circuit and sensing circuit are connect with primary processor respectively；
First Kevlar cable (11) and is mounted on bar also by being located at resistivity feeler lever (4) internal conducting wire (20)
Body (18) outer wall or the various detection instruments (19) of inside are connected, and the primary processor control data acquisition circuit detects to acquire
The data that instrument (19) is observed；
The multistage injection mechanism includes the acoustic releaser (16) for being connected to cloth cable laying (15) lower end, is located at annular control cabinet
(7) second level perforation device above and the third level perforation device being connected to below annular control cabinet (7)；Second level injection dress
Set the periphery that feeler lever (4) are surrounded on third level perforation device；
Wherein second level perforation device and third level perforation device by guide pipe (9) and cover the ejection on guide pipe (9) top
Release (10) composition；
The ejection release (10) includes tubular body (31), and tubular body (31) upper limb is equipped with annular table (27), annular table (27)
Lower end surface is equipped with energy storage pressure spring (26), and annular table (27) inner wall lower sets connecting rod (25), and the connecting rod (25) is by after establishing by cable
(24) are closed to be controlled and realize contraction；It is internal that the relay switch (24) is set to the tubular body (31), and is controlled by annular
Cabin (7) processed is powered, and is controlled by primary processor；
The upper outside of the guide pipe (9) is equipped with groove (30), the connecting rod (28) and protruding into groove (30) incite somebody to action
Guide pipe (9) is fixed on the lower part of annular table (27), and the lower end of the energy storage pressure spring (26) is pressed in the upper of the guide pipe 9
Edge；
When relay switch (24) is connected, connecting rod (28) is retracted in release pipe groove (30), and energy storage pressure spring (26) pushes down on
Guide pipe (9) is discharged；
Guide pipe (9) lower edge is equipped with multiple guide pads (22), and each guide pad (22) is connected to guide pipe (9) by shaft
Lower end, and can until axially directed pipe (9) internal rotating to horizontal position, be on the upside of the outer end of guide pad (22) arc,
It is plane on the downside of outer end；
The outer end underside plan of guide pad (22) is connected with one end of compression spring (23), the connection of compression spring (23) other end
On guide pipe (9), and guide pad (22) are provided with the elastic force that can be rotated up；When feeler lever (4) moves downward, because of guide pad
(22) there is the outer end face of arc, blocking will not be generated to feeler lever (4), when feeler lever (4) injection is by limited time, ejection release (10) will
Guide pipe (9) discharges downwards, and provides downward motive force, and guide pipe (9) is moved downward relative to feeler lever (4), is oriented at this time
Block (22) rotates upwards under the action of compression spring (23), and enters an annular groove (21) on the outside of feeler lever (4), guiding
The lower end surface of block (22) is that the point of application pushes feeler lever (4) to move downward with annular groove (21).
2. device as described in claim 1, it is characterized in that the support construction includes a braced frame, braced frame bottom
If there are three the or supporting leg (3) of three or more equidistantly distributeds, supporting leg bottom is equipped with support cone (1), the annular
The middle part of braced frame bottom surface is arranged in control cabinet (7)；It is described be rotated into current meter (5) and rotation imaging sonar (6) also install
On the support frame.
3. device as described in claim 1 is matched it is characterized in that being additionally provided with band between the supporting leg (3) and support cone (1)
The support plate (2) of disk again.
4. device as described in claim 1 it is characterized in that the support construction further includes spacer bar (8), and utilizes support
Reinforcing bar (8) is supported the annular table (27), and the second level perforation device is supported in annular control cabinet (7)
Top.
5. carrying out multistage injection to the feeler lever using multistage penetration type seabed sand waves in-situ observation device described in right 1
Method, it is characterized in that the following steps are included:
1) the multistage penetration type seabed sand waves in-situ observation device is hung to sea bed using the onboard crane (29) of support vessel (28)
Surface judges whether support construction touches sea bed surface according to the acceleration transducer in annular control cabinet (7), passes through later
Acoustic releaser (16) freely discharges feeler lever (4), makes it under the effect of gravity with certain initial velocity injection Sandy Seabed, counterweight cabin
(13) acceleration transducer in receives bottom out signal after, be transferred to primary processor, feeler lever (4) starts according to preset mode
Work；Second level perforation device enters state to be triggered；
2) after work starts, if occurring, bed ripples trough is gradually mobile to feeler lever (4), and injection cone (17) is passed through relative to bed ripples surface
Enter depth reduction, side friction also declines therewith, and feeler lever (4) generates downward sliding after penetration resistance drops to certain value, matches
After acceleration transducer in weight cabin (13) monitors displacement, second level perforation device is triggered, launches release (10) for guide pipe
(9) release downwards, and downward motive force is provided, guide pipe (9) is moved downward relative to feeler lever (4), at this time guide pad (22)
It is moved upwards under the action of compression spring (23), and enters an annular groove (21) on the outside of feeler lever (4), guide pad (22)
Lower end surface with annular groove (21) be the point of application push feeler lever (4) move downward；
After the acceleration transducer in feeler lever (4) counterweight cabin (13), which receives, bottoms out signal, it is transferred to primary processor, feeler lever 4
It is started to work according to preset mode；Third level perforation device enters state to be triggered；
3) triggering mode of third level injection system displacement trigger mechanism identical with second level perforation device is identical；
4) after in-situ observation end cycle, by support vessel (28) traveling to target point, is placed under cable under water nobody
Ship recycles observation device.
6. the method for multistage injection as claimed in claim 5, it is characterized in that also time trigger mechanism in the step 3),
I.e. after the completion of the injection of the second level, the body of rod does not generate displacement within the set time, no matter the then acceleration after reaching setting time
Whether sensor monitors that displacement all triggers third level perforation device, by feeler lever (4) further downward injection.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811605627.4A CN109579802B (en) | 2018-12-26 | 2018-12-26 | Multistage injection type submarine sand wave in-situ observation device and method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811605627.4A CN109579802B (en) | 2018-12-26 | 2018-12-26 | Multistage injection type submarine sand wave in-situ observation device and method |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN109579802A true CN109579802A (en) | 2019-04-05 |
| CN109579802B CN109579802B (en) | 2020-12-01 |
Family
ID=65931998
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201811605627.4A Active CN109579802B (en) | 2018-12-26 | 2018-12-26 | Multistage injection type submarine sand wave in-situ observation device and method |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN109579802B (en) |
Cited By (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110512586A (en) * | 2019-08-19 | 2019-11-29 | 东南大学 | A kind of ejection type T-type flows perforation device entirely |
| CN110617851A (en) * | 2019-07-25 | 2019-12-27 | 滨州学院 | Mobile and portable marine data acquisition device |
| CN110850479A (en) * | 2019-11-26 | 2020-02-28 | 自然资源部第一海洋研究所 | Three-dimensional resistivity in-situ monitoring probe |
| CN111721581A (en) * | 2020-06-18 | 2020-09-29 | 中国海洋大学 | Seabed sand wave sediment sampling device and method |
| CN111896468A (en) * | 2020-08-06 | 2020-11-06 | 中国海洋大学 | Control system of full-sea-depth in-situ detection device |
| CN113484916A (en) * | 2021-07-19 | 2021-10-08 | 中国海洋大学 | Pore pressure observation device for recognizing seabed interface based on natural potential method and working method |
| CN114235056A (en) * | 2021-12-30 | 2022-03-25 | 中国海洋大学 | Remote monitoring and early warning station for bay ecological environment and working method thereof |
| CN114739366A (en) * | 2022-04-15 | 2022-07-12 | 山东海慧勘察测绘有限公司 | Seabed sand wave landform motion detection device based on MBES |
| CN115752339A (en) * | 2022-11-11 | 2023-03-07 | 广州市市政工程设计研究总院有限公司 | Underwater rock drilling penetration depth measuring method and rock drilling hammer |
| CN117288155A (en) * | 2023-10-11 | 2023-12-26 | 中国海洋大学 | Working method of in-situ observation equipment based on seabed sliding process |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103148842A (en) * | 2013-02-04 | 2013-06-12 | 国家***第二海洋研究所 | Shallow sea sand wave area multi-beam sounding terrain reconstruction method based on remote sensing image features |
| WO2016209686A1 (en) * | 2015-06-23 | 2016-12-29 | Schlumberger Technology Corporation | Millable bit to whipstock connector |
| TW201716767A (en) * | 2015-11-06 | 2017-05-16 | Chienkuo Tech Univ | Torsional shear test structure for gravitational seabed measurement comprising a rod member, a plurality of engaging elements, a gravitation sleeve, a hollow tube, and a snap sleeve |
| CN107631720A (en) * | 2017-08-14 | 2018-01-26 | 中国海洋大学 | Seabed sand waves original position real-time observation device and method |
| CN109056688A (en) * | 2018-09-04 | 2018-12-21 | 王盼 | It is a kind of under water can continuous injection static sounding device |
-
2018
- 2018-12-26 CN CN201811605627.4A patent/CN109579802B/en active Active
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103148842A (en) * | 2013-02-04 | 2013-06-12 | 国家***第二海洋研究所 | Shallow sea sand wave area multi-beam sounding terrain reconstruction method based on remote sensing image features |
| WO2016209686A1 (en) * | 2015-06-23 | 2016-12-29 | Schlumberger Technology Corporation | Millable bit to whipstock connector |
| TW201716767A (en) * | 2015-11-06 | 2017-05-16 | Chienkuo Tech Univ | Torsional shear test structure for gravitational seabed measurement comprising a rod member, a plurality of engaging elements, a gravitation sleeve, a hollow tube, and a snap sleeve |
| CN107631720A (en) * | 2017-08-14 | 2018-01-26 | 中国海洋大学 | Seabed sand waves original position real-time observation device and method |
| CN109056688A (en) * | 2018-09-04 | 2018-12-21 | 王盼 | It is a kind of under water can continuous injection static sounding device |
Non-Patent Citations (2)
| Title |
|---|
| HYUNG-KOO YOON: "Field velocity resistivity probe for estimating stiffness and void ratio", 《ELSEVIER》 * |
| 李红磊等: "应用电阻率探杆与声学技术监测海床高程的对比研究", 《土木工程学报》 * |
Cited By (14)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110617851A (en) * | 2019-07-25 | 2019-12-27 | 滨州学院 | Mobile and portable marine data acquisition device |
| CN110617851B (en) * | 2019-07-25 | 2021-05-18 | 滨州学院 | Mobile and portable marine data acquisition device |
| CN110512586B (en) * | 2019-08-19 | 2021-04-27 | 东南大学 | Ejection type T-shaped full-flow injection device |
| CN110512586A (en) * | 2019-08-19 | 2019-11-29 | 东南大学 | A kind of ejection type T-type flows perforation device entirely |
| CN110850479A (en) * | 2019-11-26 | 2020-02-28 | 自然资源部第一海洋研究所 | Three-dimensional resistivity in-situ monitoring probe |
| CN111721581A (en) * | 2020-06-18 | 2020-09-29 | 中国海洋大学 | Seabed sand wave sediment sampling device and method |
| CN111896468A (en) * | 2020-08-06 | 2020-11-06 | 中国海洋大学 | Control system of full-sea-depth in-situ detection device |
| CN113484916A (en) * | 2021-07-19 | 2021-10-08 | 中国海洋大学 | Pore pressure observation device for recognizing seabed interface based on natural potential method and working method |
| CN114235056A (en) * | 2021-12-30 | 2022-03-25 | 中国海洋大学 | Remote monitoring and early warning station for bay ecological environment and working method thereof |
| CN114739366A (en) * | 2022-04-15 | 2022-07-12 | 山东海慧勘察测绘有限公司 | Seabed sand wave landform motion detection device based on MBES |
| CN114739366B (en) * | 2022-04-15 | 2023-07-07 | 山东海慧勘察测绘有限公司 | MBES-based submarine sand wave landform motion detection device |
| CN115752339A (en) * | 2022-11-11 | 2023-03-07 | 广州市市政工程设计研究总院有限公司 | Underwater rock drilling penetration depth measuring method and rock drilling hammer |
| CN117288155A (en) * | 2023-10-11 | 2023-12-26 | 中国海洋大学 | Working method of in-situ observation equipment based on seabed sliding process |
| CN117288155B (en) * | 2023-10-11 | 2024-04-26 | 中国海洋大学 | Working method of in-situ observation equipment based on seabed sliding process |
Also Published As
| Publication number | Publication date |
|---|---|
| CN109579802B (en) | 2020-12-01 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN109579802A (en) | A kind of multistage penetration type seabed sand waves in-situ observation device and method | |
| CN109579801A (en) | Multistage penetration type seabed sand waves in-situ observation device and method based on resistivity feeler lever | |
| EP3351973B1 (en) | Long-term seabed-based multi-point in-situ observation system | |
| CN107631720B (en) | Seabed sand waves original position real-time observation device and method | |
| CN106802132B (en) | A kind of penetration type Multifunction fishing bottom sediment in-situ observation feeler lever | |
| Paull et al. | Origins of large crescent-shaped bedforms within the axial channel of Monterey Canyon, offshore California | |
| CA2406674C (en) | A method for monitoring seafloor subsidence and for gravity monitoring an underground hydrocarbon reservoir | |
| CN107063196B (en) | Seabed sand waves migration observation device and method based on pressure gauge | |
| CN103438870B (en) | Method and device for dynamically monitoring microtopography and landforms near seabed | |
| US8079440B2 (en) | Determining the polarity of movement of an actuator mass in a seismic vibrator | |
| Wang et al. | In situ observation of storm-wave-induced seabed deformation with a submarine landslide monitoring system | |
| NO20130392A1 (en) | Marine seismic survey systems and methods utilizing autonomous or remote controlled vehicles | |
| CN101533035A (en) | Method for observing estuary seacoast near-bottom water and sediment under high turbidity environment | |
| CN108614291A (en) | A kind of anchoring type deep-sea sulfide seismic exploration data reception device and method of reseptance | |
| CN102518161B (en) | Direct elevation control dredging method for dredge ship | |
| CN206057595U (en) | A kind of underwater line survey meter based on underwater robot | |
| CN104792452A (en) | Auto-lift cable-free long-term observation apparatus for deep-sea bed pore-water pressure | |
| Luke et al. | Application of SASW method underwater | |
| CN106956758B (en) | Multisensor deep-sea shelter based on seabed geodesic control net | |
| CN210072086U (en) | Beach shallow sea engineering geological property in-situ comprehensive survey platform | |
| WO2019112035A1 (en) | Method for exploring ocean floor subterranean layers | |
| CN204405649U (en) | There is the seafloor soil liquefaction monitoring feeler lever of wireless transmission function | |
| Ge et al. | Development and sea trial of the terrain monitoring device based on MEMS sensing array | |
| KR101488215B1 (en) | Hull-mounted type subbottom profiler system capable of adjusting horizontality | |
| CN208636432U (en) | A kind of anchoring type deep-sea sulfide seismic exploration data reception device |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| GR01 | Patent grant | ||
| GR01 | Patent grant |