CN111994237A - Carrying device for underwater sediment layer surface detecting instrument and manufacturing method thereof - Google Patents
Carrying device for underwater sediment layer surface detecting instrument and manufacturing method thereof Download PDFInfo
- Publication number
- CN111994237A CN111994237A CN202010827597.2A CN202010827597A CN111994237A CN 111994237 A CN111994237 A CN 111994237A CN 202010827597 A CN202010827597 A CN 202010827597A CN 111994237 A CN111994237 A CN 111994237A
- Authority
- CN
- China
- Prior art keywords
- carrier
- vehicle
- formula
- counterweight
- fluid
- 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
- 238000004519 manufacturing process Methods 0.000 title claims abstract description 12
- 239000013049 sediment Substances 0.000 title abstract description 5
- 239000012530 fluid Substances 0.000 claims abstract description 33
- 238000000034 method Methods 0.000 claims description 10
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 9
- 229910000831 Steel Inorganic materials 0.000 claims description 8
- 238000001514 detection method Methods 0.000 claims description 8
- 239000010959 steel Substances 0.000 claims description 8
- 238000004364 calculation method Methods 0.000 claims description 7
- 239000010802 sludge Substances 0.000 claims description 5
- 230000005484 gravity Effects 0.000 claims description 3
- 238000009795 derivation Methods 0.000 claims description 2
- 238000005259 measurement Methods 0.000 description 4
- 239000000523 sample Substances 0.000 description 4
- 238000004062 sedimentation Methods 0.000 description 4
- 238000004458 analytical method Methods 0.000 description 3
- 239000011248 coating agent Substances 0.000 description 3
- 238000000576 coating method Methods 0.000 description 3
- 230000009286 beneficial effect Effects 0.000 description 2
- 230000008021 deposition Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000000691 measurement method Methods 0.000 description 1
- 238000005096 rolling process Methods 0.000 description 1
Images
Classifications
-
- G—PHYSICS
- G01—MEASURING; TESTING
- G01F—MEASURING VOLUME, VOLUME FLOW, MASS FLOW OR LIQUID LEVEL; METERING BY VOLUME
- G01F23/00—Indicating or measuring liquid level or level of fluent solid material, e.g. indicating in terms of volume or indicating by means of an alarm
- G01F23/14—Indicating or measuring liquid level or level of fluent solid material, e.g. indicating in terms of volume or indicating by means of an alarm by measurement of pressure
-
- 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
- G01B21/18—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 depth
-
- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02A—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
- Y02A90/00—Technologies having an indirect contribution to adaptation to climate change
- Y02A90/30—Assessment of water resources
Landscapes
- Physics & Mathematics (AREA)
- General Physics & Mathematics (AREA)
- Fluid Mechanics (AREA)
- Length Measuring Devices With Unspecified Measuring Means (AREA)
- Testing Or Calibration Of Command Recording Devices (AREA)
- Level Indicators Using A Float (AREA)
Abstract
The invention discloses a carrying device for an underwater sediment layer surface detecting instrument, which comprises a traction rope, a carrying device and a counterweight device, wherein the carrying device comprises a cylinder, a cone and a hanging ring which are integrally formed from bottom to top; the manufacturing method of the carrier device comprises the steps of measuring the fluid resistance coefficient of the carrier, calculating the mass of the carrier, adjusting the actual mass of the carrier and the like. The invention can lead the carrier to be always attached to the upper surface of the deposit layer under the traction of the traction rope by reasonably setting the fluid resistance coefficient and the weight of the counterweight, thus not floating and sinking into the deposit layer and laying a foundation for accurately measuring the thickness of the deposit layer.
Description
Technical Field
The invention relates to the technical field of water conservancy, in particular to a carrying device for an underwater sediment layer surface detecting instrument and a manufacturing method thereof.
Background
In a river with sediment, the river bottom can generate siltation due to the change of flow velocity, and the siltation form is detected to obtain a real river channel water cross section, so that the method is beneficial to better development of related hydrology and water resource work. There are two methods for measuring the cross section, the first is a practical measurement method, that is, the distance and height difference between each point on the geodesic line are measured by using two straight rulers which are vertically crossed from the middle pile to the two sides of the cross section, and the data is arranged and drawn into the cross section, which requires the staff to reach each characteristic point on the cross section. The second method is to use field measurements in conjunction with total station measurements. The on-site measuring method is adopted in places where the terrain is flat and easy to walk, and the total station is adopted for measurement in other places. It has two problems: 1. the automatic accurate measurement of the siltation form of the siltation-containing channel cannot be realized. 2. Fouling changes cannot be monitored in real time.
In practice, it is necessary to keep the position of the probe on the upper surface of the sludge, neither floating nor sinking into the sludge, and furthermore, the probe can no longer be damaged in the fluid, so that a carrier is needed that can maintain its position and protect the probe.
Disclosure of Invention
The invention aims to solve the technical problem of providing a carrying device for an underwater sedimentation layer surface detection instrument and a manufacturing method thereof, which can ensure that the carrying device can always cling to the upper surface of a sedimentation layer under the traction of a traction rope by reasonably setting the fluid resistance coefficient and the weight of a counterweight, does not float or sink into the sedimentation layer, and lays a foundation for accurately measuring the thickness of the sedimentation layer.
In order to achieve the purpose, the technical scheme adopted by the invention is as follows: a carrying device for underwater siltation surface detecting instrument, including haulage rope, carrier and counter weight device, the carrier includes cylinder, cone and link from up integrated into one piece down, and the haulage rope is tied up on the link, and the vertical fretwork in inside of cylinder and cone has been offered and has been used for placing detecting instrument's the chamber that holds irritates plumbous and sealed in the lateral wall of cylinder and cone, runs through the lateral wall of cylinder and has seted up the screw, and the screw sets the bolt that is used for fixed detecting instrument, still includes the counter weight device in its structure.
As a preferred technical scheme of the invention, the counterweight device comprises at least 1 counterweight ring, and the bottom of the cylinder and the top of the uppermost counterweight ring and the adjacent counterweight rings are in threaded connection.
As a preferable technical solution of the present invention, the counterweight ring is circular ring-shaped, an inner diameter of the counterweight ring is equal to an inner diameter of the cylinder, and an outer diameter of the counterweight ring is equal to an outer diameter of the cylinder.
As a preferable technical solution of the present invention, a screw hole is formed in a side wall of the counterweight ring, and the screw hole is provided with a bolt for fixing the probe.
As a preferable technical scheme of the invention, the number of the screw holes is three, the screw holes are positioned in the same horizontal plane, and the screw holes are uniformly formed.
As a preferable technical scheme of the invention, the counterweight device comprises 3-5 lead bars, and the lead bars are attached to the outer wall of the carrier and fixed through steel hoops.
As a preferable technical solution of the present invention, a recess is provided at a position opposite to the steel hoop outside the lead bar.
As a preferable technical solution of the present invention, the detecting instrument is a pressure type water gauge.
A method of manufacturing a carrier, comprising the steps of:
s1, measuring the fluid resistance coefficient C of the carrier in the fluid;
and S2, calculating the mass of the carrier, wherein the calculation formula is as follows: where m is [ (CA ρ v)2tana)/2+ρV](1) In the formula: m is the mass of the carrier, C is the fluid resistance coefficient of the carrier in the fluid, A is the projection area of the carrier perpendicular to the fluid flow direction, rho is the fluid density, a is the included angle of the hauling cable and the horizontal plane, tan is a tangent function, and V is the volume of the carrier;
and S3, adjusting the actual mass of the carrier by filling lead or installing a counterweight device, so that the actual mass of the carrier is larger than the calculated carrier mass m of S2 and is less than or equal to 1.05 times of m.
As a preferred embodiment of the present invention, the derivation process of the formula (1) in S2 is that, first, the component force Fcosa of the pulling force F of the pulling rope in the horizontal direction is equal to the resistance force F of the fluid to the vehicle, and the calculation formula of the latter is F ═ CA (CA ρ v)2) (2) thus obtained formula
Fcosa＝(CAρv2)/2 (3)
The gravity G of the vehicle is then equal to the vertical component Fsina of the pull force F of the tow line and the buoyancy F of the vehicle in the fluidFloating bodyThe sum of rho gv, i.e. formula G mg Fsina + rho gv (4)
And substituting the formula (2) and the formula (3) into the formula (4) to obtain the formula (1).
Adopt the produced beneficial effect of above-mentioned technical scheme to lie in: the invention can lead the carrier to be always attached to the upper surface of the deposit layer under the traction of the traction rope by reasonably setting the fluid resistance coefficient and the weight of the counterweight, thus not floating and sinking into the deposit layer and laying a foundation for accurately measuring the thickness of the deposit layer. The manufacturing method of the carrying device is used for carrying out stress analysis based on hydrodynamics, and exploring a calculation method by combining specific working conditions of traction and navigation of the traction rope, wherein a calculation formula is used for making a theoretical basis for manufacturing the carrying device. The invention has the structural characteristics that the upper end is sharp and the lower end is relatively flat, the fluid resistance coefficient can be reduced by the upper end sharp, the floating possibility is reduced, and the lower end is flat and can be prevented from sinking into a sludge layer.
Drawings
The present invention will be described in further detail with reference to the accompanying drawings and specific embodiments.
Fig. 1 is a perspective view of a first embodiment of the present invention.
Fig. 2 is a cross-sectional view of a first embodiment of the present invention.
Fig. 3 is a perspective view of a second embodiment of the present invention.
Fig. 4 is a cross-sectional view of a second embodiment of the present invention.
Fig. 5 is a perspective view of a third embodiment of the present invention.
FIG. 6 is a force analysis diagram of the present invention.
In the figure: 1. cylinder 2, cone 3, link 4, hold chamber 5, screw 6, counterweight ring 7, lead bar 8, steel hoop.
Detailed Description
Referring to a first embodiment shown in fig. 1-2, the carrying device for the underwater deposition surface detector comprises a hauling cable, a carrying device and a counterweight device, wherein the carrying device comprises a cylinder 1, a cone 2 and a hanging ring 3 which are integrally formed from bottom to top, the hauling cable is tied on the hanging ring 3, the inner parts of the cylinder 1 and the cone 2 are longitudinally hollowed out to form an accommodating cavity 4 for placing the detector, the side walls of the cylinder 1 and the cone 2 are filled with lead and sealed, a screw hole 5 is formed through the side wall of the cylinder 1, and the screw hole 5 is provided with a bolt for fixing the detector.
The number of the screw holes 5 is three, the screw holes 5 are located in the same horizontal plane, and the screw holes 5 are uniformly formed. The bolt penetrates into the screw hole 5 and tightly pushes the detecting instrument to fix the detecting instrument in the accommodating cavity 4.
The detecting instrument is a pressure type water level meter. The pressure type water level meter can measure the water depth of the position of the deposit, and the thickness of the deposit can be obtained by subtracting the water depth from the total depth.
The first embodiment is weighted by pouring lead into the side walls of the cylinder 1 and the cone 2. The mode does not influence the fluid resistance coefficient, but once the manufacturing is finished, the mass of the carrier is difficult to change, and the method is suitable for the working condition that the fluid property and the flow rate are stable.
Referring then to the second embodiment shown in fig. 3-4, the counter-weight means comprises at least 1 counter-weight ring 6, and the threaded connection is provided between the bottom of the cylindrical body 1 and the top of the uppermost counter-weight ring 6, and between adjacent counter-weight rings 6.
The counterweight ring 6 is annular, the inner diameter of the counterweight ring 6 is equal to the inner diameter of the cylinder 1, and the outer diameter of the counterweight ring 6 is equal to the outer diameter of the cylinder 1. The inner diameter and the outer diameter are unified up and down, so that the influence of the counterweight ring 6 on the coefficient of fluid resistance is reduced.
The side wall of the counterweight ring 6 is provided with a screw hole 5, and the screw hole 5 is provided with a bolt for fixing the detecting instrument.
The second embodiment is used for balancing weight through the weight ring 5, the fluid resistance coefficient of the second embodiment can be influenced to a certain degree, but the mass of the carrier can be changed conveniently and quickly by matching different numbers of weight rings 5, and the second embodiment is suitable for the working condition that the property and the flow speed of fluid are changed frequently.
Referring solely to the third embodiment shown in figure 5, the counterweight means comprises 3 lead bars 7, the lead bars 7 being attached to the outer wall of the carrier and secured by steel hoops 8. The lead bars 7 are fixed on the outer wall of the carrier, so that the carrier can be prevented from rolling in the moving process.
And a recess is arranged at the position, opposite to the steel hoop 8, of the outer side of the lead bar 7. The recess can prevent the steel hoop 8 from sliding or falling off, so that the fixation is more stable.
Finally, referring to the force analysis chart shown in fig. 6 alone, the core technique in the manufacturing method of the carrier device is to calculate the weight of the carrier.
Firstly, the component force Fcosa of the pulling force F of the hauling rope in the horizontal direction is equal to the resistance force F of the fluid to the carrier, and the calculation formula of the latter is
f＝(CAρv2)/2 (2)
Thus, the formula
Fcosa＝(CAρv2)/2 (3)
The gravity G of the vehicle is then equal to the vertical component Fsina of the pull force F of the tow line and the buoyancy F of the vehicle in the fluidFloating bodyFormula (4) is substituted with formula (2) and formula (3) to obtain formula (4), i.e., formula G ═ mg ═ Fsina + ρ gv (4) is the sum of ρ gv
m＝[(CAρv2tana)/2+ρV](1). In the formula: m is the mass of the vehicle, C is the fluid resistance coefficient of the vehicle in the fluid, A is the projected area of the vehicle perpendicular to the fluid flow direction, ρ is the fluid density, a is the angle between the tow line and the horizontal plane, tan is the tangent function, and V is the volume of the vehicle.
Finally, the actual mass of the carrier is adjusted by filling lead or installing a counterweight device, so that the carrier can be dragged by a traction rope to always keep the upper surface of the river channel coating to move, and the river channel coating cannot float or sink into the coating. It is found from a number of experimental data that the above requirements are met when the actual mass of the vehicle is greater than the calculated vehicle mass m but less than or equal to 1.05 times m.
The above description is only presented as an enabling solution for the present invention and should not be taken as a sole limitation on the solution itself.
Claims (10)
1. A carrying device for an underwater sludge layer surface detection instrument, characterized in that: including haulage rope, carrier and counter weight device, the carrier includes cylinder, cone and the link from up integrated into one piece down, and the haulage rope is tied up on the link, and the vertical fretwork in inside of cylinder and cone is offered and is used for placing detecting instrument's the chamber that holds irritates lead and seal in the lateral wall of cylinder and cone, runs through the lateral wall of cylinder and has seted up the screw, and the screw sets the bolt that is used for fixed detecting instrument.
2. A vehicle for an underwater fouling surface detection apparatus according to claim 1, characterized in that: the counterweight device comprises at least 1 counterweight ring, and the bottom of the cylinder is in threaded connection with the top of the uppermost counterweight ring and the adjacent counterweight rings.
3. A vehicle for an underwater fouling surface detection apparatus according to claim 2, characterized in that: the counterweight ring is annular, the inner diameter of the counterweight ring is equal to the inner diameter of the cylinder, and the outer diameter of the counterweight ring is equal to the outer diameter of the cylinder.
4. A vehicle for an underwater fouling surface detection apparatus according to claim 2, characterized in that: the lateral wall of counterweight ring has seted up the screw, and the screw sets and is used for fixing detecting instrument's bolt.
5. The vehicle for an underwater sludge surface detecting apparatus according to claim 1 or 4, wherein: the screw holes are three and located in the same horizontal plane, and the screw holes are uniformly formed.
6. A vehicle for an underwater fouling surface detection apparatus according to claim 1, characterized in that: the counterweight device comprises 3-5 lead bars, and the lead bars are attached to the outer wall of the carrier and fixed through steel hoops.
7. A vehicle for an underwater fouling surface detection apparatus according to claim 6, characterized in that: and a recess is arranged at the position, opposite to the steel hoop, of the outer side of the lead strip.
8. A vehicle for an underwater fouling surface detection apparatus according to claim 1, characterized in that: the detecting instrument is a pressure type water level meter.
9. A method of manufacturing a carrier device in accordance with claim 1, wherein: the method comprises the following steps:
s1, measuring the fluid resistance coefficient C of the carrier in the fluid;
and S2, calculating the mass of the carrier, wherein the calculation formula is as follows: where m is [ (CA ρ v)2tana)/2+ρV](1) In the formula: m is the mass of the carrier, C is the fluid resistance coefficient of the carrier in the fluid, A is the projection area of the carrier perpendicular to the fluid flow direction, rho is the fluid density, a is the included angle of the hauling cable and the horizontal plane, tan is a tangent function, and V is the volume of the carrier;
and S3, adjusting the actual mass of the carrier by filling lead or installing a counterweight device, so that the actual mass of the carrier is larger than the calculated carrier mass m of S2 and is less than or equal to 1.05 times of m.
10. The manufacturing method according to claim 6, characterized in that: the derivation process of the formula (1) in S2 is that first, the component force Fcosa of the pulling force F of the pulling rope in the horizontal direction is equal to the resistance F of the fluid to the vehicle, and the calculation formula of the latter is F ═ CA ρ v (CA ρ v)2)/2(2)
Thus, the formula
Fcosa＝(CAρv2)/2 (3)
The gravity G of the vehicle is then equal to the vertical component Fsina of the pull force F of the tow line and the buoyancy F of the vehicle in the fluidFloating bodyThe sum of rho gv, i.e. formula G mg Fsina + rho gv (4)
And substituting the formula (2) and the formula (3) into the formula (4) to obtain the formula (1).
Priority Applications (2)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202010827597.2A CN111994237B (en) | 2020-08-17 | 2020-08-17 | Carrying device for underwater sediment layer surface detecting instrument and manufacturing method thereof |
| CN202110486708.2A CN113063476B (en) | 2020-08-17 | 2020-08-17 | Carrying device and application of carrying device for underwater siltation layer surface detection instrument |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202010827597.2A CN111994237B (en) | 2020-08-17 | 2020-08-17 | Carrying device for underwater sediment layer surface detecting instrument and manufacturing method thereof |
Related Child Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202110486708.2A Division CN113063476B (en) | 2020-08-17 | 2020-08-17 | Carrying device and application of carrying device for underwater siltation layer surface detection instrument |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN111994237A true CN111994237A (en) | 2020-11-27 |
| CN111994237B CN111994237B (en) | 2021-03-19 |
Family
ID=73472597
Family Applications (2)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202010827597.2A Active CN111994237B (en) | 2020-08-17 | 2020-08-17 | Carrying device for underwater sediment layer surface detecting instrument and manufacturing method thereof |
| CN202110486708.2A Active CN113063476B (en) | 2020-08-17 | 2020-08-17 | Carrying device and application of carrying device for underwater siltation layer surface detection instrument |
Family Applications After (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202110486708.2A Active CN113063476B (en) | 2020-08-17 | 2020-08-17 | Carrying device and application of carrying device for underwater siltation layer surface detection instrument |
Country Status (1)
| Country | Link |
|---|---|
| CN (2) | CN111994237B (en) |
Citations (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| DE1798178A1 (en) * | 1967-09-28 | 1971-11-04 | Nestum Ii Nv | Method and device for underwater measurement of the thickness of a layer of mud |
| US4501056A (en) * | 1982-04-26 | 1985-02-26 | Societe Nationale Elf Aquitaine (Production) | Tool for disconnecting a guideline connector and a process for using same |
| EP1459977A1 (en) * | 2003-03-18 | 2004-09-22 | HTM SPORT S.p.A. | Waterproof sealing system for underwater equipment |
| CN203024765U (en) * | 2013-01-29 | 2013-06-26 | 黄河水利委员会山东水文水资源局 | Ground touch end of novel topographic survey rod |
| CN203719657U (en) * | 2014-03-06 | 2014-07-16 | 淮海工学院 | Sludge seabed ADCP (Acoustic Doppler Current Profiler) acoustic observation seabed foundation |
| EP3305989A1 (en) * | 2016-10-04 | 2018-04-11 | Fugro Enineers B.V. | Penetrometer |
| CN109596108A (en) * | 2018-11-19 | 2019-04-09 | 广东海洋大学 | A kind of de- silt preventing seabed base of New type rotary formula |
| CN209446043U (en) * | 2019-04-25 | 2019-09-27 | 王健 | A kind of hydraulic engineering water level monitoring device |
| CN210149531U (en) * | 2019-05-19 | 2020-03-17 | 广州和时通电子科技有限公司 | Self-hanging seabed base |
| CN211012952U (en) * | 2019-12-28 | 2020-07-14 | 广州欧纳电子科技有限公司 | Self-sinking floating type ocean observation platform |
Family Cites Families (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| AU449045B2 (en) * | 1969-06-24 | 1974-05-13 | Means for continuously monitoring the density, flow properties, gel strength resistivity, and ph properties of drilling mud | |
| RU2312323C1 (en) * | 2006-03-31 | 2007-12-10 | Валерий Павлович Монахов | Balance-type zero buoyancy determining apparatus |
| US9784649B2 (en) * | 2013-07-18 | 2017-10-10 | Ccc Third Harbor Consultants Co., Ltd. | Silty floating mud collection device |
| CN104406814B (en) * | 2014-12-10 | 2017-01-04 | 中国建筑股份有限公司 | A kind of ball-valve type alluvial earth undisturbed soil sample sampler and sampling method thereof |
| CN206832507U (en) * | 2017-06-06 | 2018-01-02 | 王红涛 | A kind of multi-functional riverbed sampler |
| CN109855908B (en) * | 2019-03-14 | 2023-10-31 | 浙江省水文管理中心 | Automatic sampling device for suspended load sediment |
| CN209820579U (en) * | 2019-06-05 | 2019-12-20 | 赵如月 | Silt-proof device for probe of pressure or bubble water level meter |
| CN210603294U (en) * | 2019-06-25 | 2020-05-22 | 河南黄河河务局信息中心 | Intelligent detection device for erosion and deposition change of section of multi-silt channel |
-
2020
- 2020-08-17 CN CN202010827597.2A patent/CN111994237B/en active Active
- 2020-08-17 CN CN202110486708.2A patent/CN113063476B/en active Active
Patent Citations (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| DE1798178A1 (en) * | 1967-09-28 | 1971-11-04 | Nestum Ii Nv | Method and device for underwater measurement of the thickness of a layer of mud |
| US4501056A (en) * | 1982-04-26 | 1985-02-26 | Societe Nationale Elf Aquitaine (Production) | Tool for disconnecting a guideline connector and a process for using same |
| EP1459977A1 (en) * | 2003-03-18 | 2004-09-22 | HTM SPORT S.p.A. | Waterproof sealing system for underwater equipment |
| CN203024765U (en) * | 2013-01-29 | 2013-06-26 | 黄河水利委员会山东水文水资源局 | Ground touch end of novel topographic survey rod |
| CN203719657U (en) * | 2014-03-06 | 2014-07-16 | 淮海工学院 | Sludge seabed ADCP (Acoustic Doppler Current Profiler) acoustic observation seabed foundation |
| EP3305989A1 (en) * | 2016-10-04 | 2018-04-11 | Fugro Enineers B.V. | Penetrometer |
| CN109596108A (en) * | 2018-11-19 | 2019-04-09 | 广东海洋大学 | A kind of de- silt preventing seabed base of New type rotary formula |
| CN209446043U (en) * | 2019-04-25 | 2019-09-27 | 王健 | A kind of hydraulic engineering water level monitoring device |
| CN210149531U (en) * | 2019-05-19 | 2020-03-17 | 广州和时通电子科技有限公司 | Self-hanging seabed base |
| CN211012952U (en) * | 2019-12-28 | 2020-07-14 | 广州欧纳电子科技有限公司 | Self-sinking floating type ocean observation platform |
Also Published As
| Publication number | Publication date |
|---|---|
| CN113063476B (en) | 2023-12-08 |
| CN113063476A (en) | 2021-07-02 |
| CN111994237B (en) | 2021-03-19 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN105735374B (en) | A kind of method of the bearing capacity of Large strain method test pile | |
| CN210603281U (en) | Soil body settlement circulation monitoring device | |
| CN210238470U (en) | Sliding type inclination measuring device with settlement observation function | |
| CN107675734B (en) | A kind of underwater directional vehicle construction dynamic monitoring method | |
| CN101787712B (en) | Inclination measuring device and measuring method of sunk well | |
| CN110763192A (en) | Soil body settlement circulation monitoring device and monitoring method | |
| CN109989433A (en) | A kind of device and its detection method of the superfilled height of real-time detection cast-in-situ bored pile | |
| CN110029648A (en) | A kind of deep settlement measurement device and application method for deep Backfill Foundation | |
| CN110006511B (en) | Correction method for actually measured water level of river pressure type water level meter | |
| CN101871344B (en) | Weighing method for determining liquid level in wellbore of gas well | |
| CN107100213A (en) | Soil disturbance monitoring system and monitoring method of the bridge construction of pile groups to adjacent piles | |
| CN111994237B (en) | Carrying device for underwater sediment layer surface detecting instrument and manufacturing method thereof | |
| CN116086544B (en) | Dam face multiple physical quantity integrated monitoring method and device | |
| CN206756872U (en) | Horizontal ADCP flow measurement platforms | |
| CN103422487B (en) | Method for measuring settlement deformation by utilizing inclinometer and angle-adjustable converter | |
| CN106482704A (en) | A kind of remote measuring and controlling horizontal and vertical displacement meter | |
| CN206990581U (en) | Water sand process monitoring system | |
| CN105388042A (en) | Floating type runoff sediment sampling total depth profile water inlet device | |
| CN205228873U (en) | Floating runoff sediment load sampling is dark section water inlet device entirely | |
| CN103512550B (en) | Deepwater embankment foundation settlement viewer | |
| CN112729413B (en) | Air pressure slow-pushing type multi-dimensional monitoring and early warning method for deep foundation pit | |
| CN112730150B (en) | Measuring model and measuring application method for pipeline slurry density | |
| CN111206626B (en) | Method for measuring anchoring force of soil layer anchor rod in water level change process | |
| CN210142435U (en) | Portable buoyancy experiment demonstration device for physical teaching | |
| Cheng | Seepage effect on open-channel flow and incipient sediment motion |
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 | ||
| CB03 | Change of inventor or designer information |
Inventor after: Cui Feng Inventor after: Jing Pengcheng Inventor after: Zhao Ying Inventor after: Li Shuyuan Inventor after: Zhang Fuyang Inventor after: Zhao Yuanyuan Inventor after: Lu Hongxia Inventor after: Yu Lu Inventor after: Zhu Yu Inventor after: Miao Lifang Inventor after: Wang Yuxiao Inventor after: Wang Xiaoyuan Inventor after: Ge Wei Inventor after: Yang Yanming Inventor after: Guo Qiuge Inventor after: Wang Zhe Inventor after: Zheng Fei Inventor after: Wang Qin Inventor before: Cui Feng Inventor before: Zhang Fuyang Inventor before: Zhao Yuanyuan Inventor before: Lu Hongxia Inventor before: Yu Lu Inventor before: Zhu Yu Inventor before: Miao Lifang Inventor before: Wang Xiaoyuan Inventor before: Yang Yanming Inventor before: Wang Zhe Inventor before: Zheng Fei Inventor before: Wang Qin Inventor before: Jing Pengcheng Inventor before: Zhao Ying Inventor before: Li Shuyuan |
|
| CB03 | Change of inventor or designer information | ||
| GR01 | Patent grant | ||
| GR01 | Patent grant |