CN202574571U - Flow measuring platform - Google Patents
Flow measuring platform Download PDFInfo
- Publication number
- CN202574571U CN202574571U CN 201220163450 CN201220163450U CN202574571U CN 202574571 U CN202574571 U CN 202574571U CN 201220163450 CN201220163450 CN 201220163450 CN 201220163450 U CN201220163450 U CN 201220163450U CN 202574571 U CN202574571 U CN 202574571U
- Authority
- CN
- China
- Prior art keywords
- anchor
- flow measurement
- float
- anchor line
- platform body
- 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.)
- Expired - Fee Related
Links
Images
Abstract
The utility model discloses a flow measuring platform. The flow measuring platform comprises a platform main body, an anchor line and an anchor, wherein the front side and the back side of the platform main body are connected with the anchor through the anchor line; the platform main body comprises a fixing frame and floaters; the left side and the right side of the fixing frame are respectively longitudinally fixed with a row of floaters; the central position of the fixing frame is axially provided with a flow measuring device mounting and connecting frame; and the flow measuring device mounting and connecting frame is vertically provided with a flow measuring device ( ADCP (Acoustic Doppler Current Profiler)). The flow measuring platform, disclosed by the utility model, has the advantages of bearing relatively great load as light weight of the platform is utilized fully, locating more precisely than a ship after the front side and the back side are fixed by mooring anchors, basically overcoming leftward and rightward swinging and ensuring acquisition of complete current data in a tidal bore area.
Description
Technical field
The utility model relates to a kind of flow measurement device, particularly a kind of flow measurement platform.
Background technology
Ocean, port engineering construction, special seawall in strong tidal zone protect and tidal bore is observed and research, need measure the flowing velocity and the direction of current, and employing survey ship is joined current measuring instrument (ADCP) generally speaking; When the off-lying sea wind regime is big, also have in the strong tide in Qiantang Estuary district, be difficult to implement with surveying ship; Particularly in strong tidal zone, it is shallow to flow anxious water, generally surveys ship and can't implement operation at all; Because under the tidal bore stream effect of 6-7 joint, surveying ship is not exactly to be flushed away towards turning over, and personal safety can't be protected.Now on the ocean under same situation more use the float type load bearing equipment arranged, is equipped with current measuring instrument (ADCP) and implements, but buoyancy is not enough when this equipment is implemented in strong tidal zone, balance is also not enough, and cost is higher, can't implement basically.
The utility model content
In order to address the above problem, the utility model provides a kind of flow measurement platform.The utility model load in light weight, that can carry is big and stationarity good.
The utility model is realized through following technical scheme:
A kind of flow measurement platform; Comprise main platform body, anchor line, anchor, both sides are connected with anchor through anchor line before and after the said main platform body, it is characterized in that; Said main platform body comprises fixed mount and float; The vertically fixing respectively row's float in the said fixed mount left and right sides, said fixed mount center axially is provided with flow measuring device link span is installed, and said flow measuring device is installed the vertical flow measuring device (ADCP) of installing on the link span.
Above-mentioned flow measurement platform, wherein, two ends, said main platform body front side connect the two ends of " Y " type anchor line, and said " Y " type anchor line remains fixedly float of an end, is connected through anchor line between said float and the anchor; Said main platform body rear side two ends connect the two ends of " Y " type anchor line, and said " Y " type anchor line remains fixedly float of an end, are connected through anchor line between said float and the anchor.
Above-mentioned flow measurement platform, wherein, the float of fixing on said " Y " type anchor line and the distance of main platform body are 10m.
Above-mentioned flow measurement platform, wherein, said fixed mount adopts stainless steel tube, and the length of said fixed mount is dwindled at both ends face place from top to bottom gradually and is formed the inclined-plane.
Above-mentioned flow measurement platform, wherein, the long 2.4m of said fixed mount upper surface, wide 1.6m.
Above-mentioned flow measurement platform, wherein, said float is the cylinder foam plastic float of diameter 0.4m, high 0.8m, fixing respectively 3 the cylinder foam plastic floats in the said main platform body left and right sides.
Above-mentioned flow measurement platform, wherein, anchor line length is more than 10 times or 10 times of the strong tidal zone depth of water between said anchor and the main platform body.
Above-mentioned flow measurement platform, wherein, anchor line length is general 2-3 times of surveying district's depth of water between said anchor and the main platform body.
Above-mentioned flow measurement platform, wherein, said anchor is weight 100kg or the above anchor of 100kg.
Above-mentioned flow measurement platform, wherein, fixed marker flagpole on the said main platform body, the navigation flashing light is installed on said flagpole top, and said navigation flashing light below hangs with checkmark field.
The utility model makes full use of that platform own wt load light, that can carry is bigger, and stationarity is better, and front and back are all with after mooring anchor, than with ship testing accurate positioning, and overcomes basically and swings, and can guarantee that the tidal bore district collects complete trend of the times data.
Description of drawings
Fig. 1 is the utility model flow measurement flat-bed structural representation.
Among the figure:
100 main platform body, 110 fixed mounts, 120 floats
130 flow measuring devices are installed link span 140 flow measuring devices
150 flagpoles, 160 navigation flashing lights, 170 checkmark fields
200 anchor lines, 300 anchors
The specific embodiment
Below in conjunction with accompanying drawing the utility model is described further.
So like Fig. 1; A kind of flow measurement platform comprises main platform body 100, anchor line 200, anchor 300, and both sides, said main platform body 100 front and back are connected with anchor 300 through anchor line 200; Said main platform body 100 comprises fixed mount 110 and float 120; The vertically fixing respectively row's float 120 in said fixed mount 110 left and right sides, said fixed mount 110 centers axially are provided with flow measuring device link span 130 are installed, and said flow measuring device is installed the vertical flow measuring device (ADCP) 140 of installing on the link span 130.Said fixed mount 110 adopts stainless steel tube, and the length of said fixed mount 110 is dwindled at both ends face place from top to bottom gradually and formed the inclined-plane.The long 2.4m of said fixed mount 110 upper surfaces, wide 1.6m.This flow measurement platform own wt is light, but bearing load is bigger.
Two ends, this flow measurement flat-bed main platform body 100 front side connect the two ends of " Y " type anchor line 200, and said " Y " type anchor line 200 residues one end is float 120 fixedly, are connected through anchor line 200 between said float 120 and the anchor 300; Said main platform body 100 rear side two ends connect the two ends of " Y " type anchor line 200, and said " Y " type anchor line 200 residues one end is float 120 fixedly, are connected through anchor line 200 between said float 120 and the anchor 300.The float of fixing on said " Y " type anchor line 200 120 is 10m with the distance of main platform body 100.Said float 120 is the cylinder foam plastic float of diameter 0.4m, high 0.8m, fixing respectively 3 the cylinder foam plastic floats in said main platform body 100 left and right sides." Y " type anchor line fixed foam float has increased this flow measurement flat-bed stability.
In strong tidal zone, anchor line 200 length are more than 10 times or 10 times of the depth of water between said anchor 300 and the main platform body 100; In the general district that surveys, anchor line 200 length are 2-3 times of the depth of water between said anchor 300 and the main platform body 100.When tide is excessive, can prevent effectively that this flow measurement platform from being thrown or wash away.
Said anchor 300 is weight 100kg or the above anchor of 100kg.All with after the pool anchor, the location adds " Y " type anchor line and goes up fixing cylinder foam plastic float than accurate with the boats and ships testing before and after this flow measurement platform, can overcome basically to swing, and can guarantee that the tidal bore district collects complete trend of the times data.
Fixed marker flagpole 150 on the said main platform body 100, said flagpole top are installed navigation flashing light 160, and said navigation flashing light 160 belows hang with checkmark field 170.Navigation flashing light 160 is as the caution lead mark that night, other ships were navigated, and checkmark field 170 plays warning function when representing the anchor operation on the berth of this flow measurement platform.
The ship and the float type load bearing equipment that use on the utility model and the ocean are compared, and especially in the tidal bore district, adopt this flow measurement platform; Operation is simple, and material is economized, and is easy to process; The achievement cost saving, safety is good, non-environmental-pollution; Can guarantee steadily to gather valuable data, the image data precision is high, and benefit is better.In accomplishing strong tidal zone flow measurement working process, at first,, this flow measurement platform is transported to required detection area by boats and ships at slack period, after placing, boats and ships can leave; This flow measurement platform can the phase be carried out the collection of the related data of tidal bore observation to strong tidal zone in that flood tide then; At last; After the rising tide phase; Boats and ships transport go back to the harbour with this flow measurement platform again, read the data that current measuring instrument is gathered on this flow measurement platform, because this flow measurement platform stable property is good; So the data of gathering are efficient high, for aspects such as seawall protection, tidal bore observation and research provide strong basic data.
In sum; Be merely the preferred embodiment of the utility model; Be not to be used for limiting the scope that the utility model is implemented; All equalizations of doing according to the described shape of the utility model claim scope, structure, characteristic and spirit change and modify, and all should be included in the claim scope of the utility model.
Claims (10)
1. flow measurement platform; Comprise main platform body, anchor line, anchor, both sides are connected with anchor through anchor line before and after the said main platform body, it is characterized in that; Said main platform body comprises fixed mount and float; The vertically fixing respectively row's float in the said fixed mount left and right sides, said fixed mount center axially is provided with flow measuring device link span is installed, and said flow measuring device is installed the vertical flow measuring device (ADCP) of installing on the link span.
2. flow measurement platform according to claim 1 is characterized in that, two ends, said main platform body front side connect the two ends of " Y " type anchor line, and said " Y " type anchor line remains fixedly float of an end, is connected through anchor line between said float and the anchor; Said main platform body rear side two ends connect the two ends of " Y " type anchor line, and said " Y " type anchor line remains fixedly float of an end, are connected through anchor line between said float and the anchor.
3. flow measurement platform according to claim 2 is characterized in that, the float of fixing on said " Y " type anchor line and the distance of main platform body are 10m.
4. flow measurement platform according to claim 1 is characterized in that, said fixed mount adopts stainless steel tube, and the length of said fixed mount is dwindled at both ends face place from top to bottom gradually and formed the inclined-plane.
5. flow measurement platform according to claim 3 is characterized in that, the long 2.4m of said fixed mount upper surface, wide 1.6m.
6. flow measurement platform according to claim 1 is characterized in that, said float is the cylinder foam plastic float of diameter 0.4m, high 0.8m, fixing respectively 3 the cylinder foam plastic floats in the said main platform body left and right sides.
7. flow measurement platform according to claim 1 and 2 is characterized in that, anchor line length is more than 10 times or 10 times of the strong tidal zone depth of water between said anchor and the main platform body.
8. flow measurement platform according to claim 1 and 2 is characterized in that, anchor line length is general 2-3 times of surveying district's depth of water between said anchor and the main platform body.
9. flow measurement platform according to claim 1 is characterized in that, said anchor is weight 100kg or the above anchor of 100kg.
10. flow measurement platform according to claim 1 is characterized in that, fixed marker flagpole on the said main platform body, and the navigation flashing light is installed on said flagpole top, and said navigation flashing light below hangs with checkmark field.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN 201220163450 CN202574571U (en) | 2012-04-17 | 2012-04-17 | Flow measuring platform |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN 201220163450 CN202574571U (en) | 2012-04-17 | 2012-04-17 | Flow measuring platform |
Publications (1)
Publication Number | Publication Date |
---|---|
CN202574571U true CN202574571U (en) | 2012-12-05 |
Family
ID=47244013
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN 201220163450 Expired - Fee Related CN202574571U (en) | 2012-04-17 | 2012-04-17 | Flow measuring platform |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN202574571U (en) |
Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN103411591A (en) * | 2013-07-26 | 2013-11-27 | 浙江省河海测绘院 | Fixing and warning equipment of undersea measuring instrument and tossing and withdrawing method thereof |
CN103466046A (en) * | 2013-09-11 | 2013-12-25 | 中国科学院海洋研究所 | Anchoring-buoy-based vertical section current observing device |
CN108657391A (en) * | 2018-06-22 | 2018-10-16 | 三峡大学 | Ship baseline type underwater floating platform |
CN115056917A (en) * | 2022-04-14 | 2022-09-16 | 中国科学院水生生物研究所 | Whale-dolphin sonar monitor fixing device and construction method thereof |
-
2012
- 2012-04-17 CN CN 201220163450 patent/CN202574571U/en not_active Expired - Fee Related
Cited By (7)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN103411591A (en) * | 2013-07-26 | 2013-11-27 | 浙江省河海测绘院 | Fixing and warning equipment of undersea measuring instrument and tossing and withdrawing method thereof |
CN103411591B (en) * | 2013-07-26 | 2015-12-02 | 浙江省河海测绘院 | A kind of subsea survey instrument fixes caution device and recovery method of jettisoninging |
CN103466046A (en) * | 2013-09-11 | 2013-12-25 | 中国科学院海洋研究所 | Anchoring-buoy-based vertical section current observing device |
CN103466046B (en) * | 2013-09-11 | 2015-12-23 | 中国科学院海洋研究所 | Based on the vertical section Current Observations device of anchored buoy |
CN108657391A (en) * | 2018-06-22 | 2018-10-16 | 三峡大学 | Ship baseline type underwater floating platform |
CN108657391B (en) * | 2018-06-22 | 2024-03-12 | 三峡大学 | Ship baseline type underwater floating platform |
CN115056917A (en) * | 2022-04-14 | 2022-09-16 | 中国科学院水生生物研究所 | Whale-dolphin sonar monitor fixing device and construction method thereof |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN202320724U (en) | Strong ocean current resistant main and auxiliary double-buoy anchoring system | |
CN202624586U (en) | Online sea water quality monitoring buoy | |
CN202574571U (en) | Flow measuring platform | |
KR20120066168A (en) | Automatic balance control buoy apparatus for the water quality measurement system | |
CN109720508A (en) | A kind of compensation very low frequency vector acoustic levels subsurface buoy being laterally tethered at | |
CN103434989A (en) | Oceanographic survey shaft-type movable lifting platform based on gear drive and method | |
CN205589421U (en) | Fixed landlocked section buoy | |
CN203247560U (en) | Solid float type rubber floating debris obstructing row | |
CN201229406Y (en) | Navigable fairway height limit automatic display device for bridge in navigable fairway water area | |
Antonini et al. | Wave—Induced devices for the oxygenation of deep layer: A physical investigation | |
CN104369838B (en) | Self-elevating connected submersible buoy measuring system | |
CN102050207B (en) | Multi-composite type low-resistance frame type water surface platform adaptive to middle and high latitude ocean conditions | |
CN211824411U (en) | In-situ measurement platform suitable for near-shore water environment and ocean current depth-fixing observation | |
KR100976615B1 (en) | Water quality measurement buoy device | |
CN205209491U (en) | Unmanned ship | |
CN101435195A (en) | Interception net set special for entermorpha | |
CN101435193A (en) | Interception net tool special for entermorpha | |
CN103552659A (en) | Light channel buoy capable of being quickly distributed | |
CN204791490U (en) | Multi -functional intelligent current surveying fairway buoy | |
CN201358452Y (en) | Special enteromorpha intercepting net system | |
CN104278662B (en) | All-round deep water tide ocean current power house (group), power house group group | |
CN114858129A (en) | Deformation monitoring device and method | |
CN209945511U (en) | Channel water level measuring device | |
CN211336351U (en) | Positioning sinking and floating type ocean detection device | |
CN207248169U (en) | Bottom-sitting type marine hydrology flow measuring system operation device |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
C14 | Grant of patent or utility model | ||
GR01 | Patent grant | ||
CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20121205 Termination date: 20180417 |
|
CF01 | Termination of patent right due to non-payment of annual fee |