CN111811775A - A measuring device for testing the wave elimination performance of the arc wall comb-type permeable embankment in the water tank - Google Patents
A measuring device for testing the wave elimination performance of the arc wall comb-type permeable embankment in the water tank Download PDFInfo
- Publication number
- CN111811775A CN111811775A CN202010683890.6A CN202010683890A CN111811775A CN 111811775 A CN111811775 A CN 111811775A CN 202010683890 A CN202010683890 A CN 202010683890A CN 111811775 A CN111811775 A CN 111811775A
- Authority
- CN
- China
- Prior art keywords
- adjusting
- measuring instrument
- height measuring
- wave height
- arc
- 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
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 title claims abstract description 32
- 238000012360 testing method Methods 0.000 title claims abstract description 21
- 238000003379 elimination reaction Methods 0.000 title description 9
- 230000008030 elimination Effects 0.000 title description 7
- 238000012545 processing Methods 0.000 claims abstract description 11
- 239000011148 porous material Substances 0.000 claims 2
- 238000010276 construction Methods 0.000 description 5
- 238000013480 data collection Methods 0.000 description 5
- 238000010586 diagram Methods 0.000 description 5
- 238000005259 measurement Methods 0.000 description 5
- 230000009189 diving Effects 0.000 description 3
- 239000000463 material Substances 0.000 description 3
- 238000000034 method Methods 0.000 description 3
- 238000013461 design Methods 0.000 description 2
- 238000009434 installation Methods 0.000 description 2
- 229910000831 Steel Inorganic materials 0.000 description 1
- 230000002411 adverse Effects 0.000 description 1
- 238000005452 bending Methods 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000008602 contraction Effects 0.000 description 1
- 230000001276 controlling effect Effects 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 230000008021 deposition Effects 0.000 description 1
- 230000007613 environmental effect Effects 0.000 description 1
- 230000005484 gravity Effects 0.000 description 1
- 230000001105 regulatory effect Effects 0.000 description 1
- 239000013049 sediment Substances 0.000 description 1
- 239000010959 steel Substances 0.000 description 1
- 238000002834 transmittance Methods 0.000 description 1
- 238000003911 water pollution Methods 0.000 description 1
Images
Classifications
-
- G—PHYSICS
- G01—MEASURING; TESTING
- G01M—TESTING STATIC OR DYNAMIC BALANCE OF MACHINES OR STRUCTURES; TESTING OF STRUCTURES OR APPARATUS, NOT OTHERWISE PROVIDED FOR
- G01M10/00—Hydrodynamic testing; Arrangements in or on ship-testing tanks or water tunnels
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02B—HYDRAULIC ENGINEERING
- E02B1/00—Equipment or apparatus for, or methods of, general hydraulic engineering, e.g. protection of constructions against ice-strains
- E02B1/02—Hydraulic models
Landscapes
- Engineering & Computer Science (AREA)
- General Engineering & Computer Science (AREA)
- Physics & Mathematics (AREA)
- Fluid Mechanics (AREA)
- General Physics & Mathematics (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Revetment (AREA)
Abstract
Description
技术领域technical field
本发明涉及结构物水动力实验装置技术领域,具体地讲是一种试验水槽内弧墙梳式透空堤消浪性能的测量装置,是一种利用其自身结构特点通过与波浪、水流相互作用时测试其所表现出的消浪性能。The invention relates to the technical field of hydrodynamic experimental devices of structures, in particular to a measuring device for testing the wave-elimination performance of arc wall comb-type permeable embankments in a water tank, and is a kind of measurement device that utilizes its own structural characteristics to interact with waves and currents by interacting with When testing its wave elimination performance.
背景技术Background technique
海洋生态文明建设对防波堤的设计、安全与性能提出了更高要求,传统的重力式防波堤存在着工程造价高、施工周期长,以及因水体交换不畅导致的港池水质污染和泥沙淤积等问题,无法满足现代绿色港口建设的生态理念和环保要求。透空式防波堤的工程造价较低且利于港区内外水体自由交换,可有效减小涨落潮时口门流速,对海洋生态环境影响小,是一种环境友好、符合海洋生态文明建设要求的新型防波堤。但其透空式结构会增大波浪透过率,对港区内船舶的泊稳条件造成不利影响,从而降低码头的作业天数、使用效率和经济效益。目前,国内外现有的测量仪器,存在与弧墙梳式透空堤安装不匹配、价格昂贵、受外界环境干扰大等问题。The construction of marine ecological civilization puts forward higher requirements for the design, safety and performance of breakwaters. Traditional gravity breakwaters have high engineering costs, long construction periods, and water pollution and sediment deposition in the harbor caused by poor water exchange. The problem is that it cannot meet the ecological concept and environmental protection requirements of modern green port construction. The construction cost of the permeable breakwater is low, and it is conducive to the free exchange of water bodies inside and outside the port area. It can effectively reduce the flow rate of the gate during ebb and flow, and has little impact on the marine ecological environment. It is an environment-friendly and meets the requirements of marine ecological civilization construction. New breakwater. However, its air-through structure will increase the wave transmittance, which will adversely affect the berthing conditions of ships in the port area, thereby reducing the operating days, use efficiency and economic benefits of the wharf. At present, the existing measuring instruments at home and abroad have problems such as incompatibility with the installation of the arc-wall comb-type permeable embankment, high price, and great interference from the external environment.
发明内容SUMMARY OF THE INVENTION
本发明的目的是克服上述已有技术的不足,而提供一种试验水槽内弧墙梳式透空堤消浪性能的测量装置,主要解决现有测量仪器无法直接用于弧墙梳式透空堤消浪性能测量、价格较高、受外界干扰大等问题;The purpose of the present invention is to overcome the deficiencies of the above-mentioned prior art, and to provide a measuring device for testing the wave-eliminating performance of the arc wall comb-type permeable embankment in the water tank, which mainly solves the problem that the existing measuring instruments cannot be directly used for the arc-wall comb-type permeable embankment. Problems such as measurement of dyke wave elimination performance, high price, and large external interference;
本发明提供的技术方案是:一种试验水槽内弧墙梳式透空堤消浪性能的测量装置,其特殊之处在于,由弧墙梳式透空堤、结构物固定装置、结构物调节装置、波高测量仪固定与调节装置和波高测量仪数据收集及处理设备五部分构成;The technical scheme provided by the invention is: a measuring device for testing the wave-elimination performance of the arc wall comb-type permeable embankment in the water tank, the special feature of which is that the arc-wall comb-type permeable embankment, the structure fixing device and the structure are adjusted. The device, the wave height measuring instrument fixing and adjusting device, and the wave height measuring instrument data collection and processing equipment are composed of five parts;
所述的弧墙梳式透空堤由弧形沉箱、背板组成;所述的弧形沉箱与背板固接形成整体;The arc-wall comb-type permeable embankment is composed of an arc-shaped caisson and a back plate; the arc-shaped caisson and the back plate are fixedly connected to form a whole;
所述的结构物固定装置由螺纹杆、支撑架、夹片、横梁、U形连接板组成;所述的横梁横跨支撑于水槽两侧壁顶部并固定;所述的支撑架为框架结构,顶部四角预留有螺纹孔;所述的螺纹杆分别旋转插入支撑架顶部四角的预留螺纹孔中,支撑在横梁上方;所述的夹片两个为一组,一个置于横梁外侧面,另一个置于支撑架相应的内侧面,通过一组夹片的连接使支撑架与横梁相互挤压,从而固定支撑架;所述的支撑架下端设U形连接板,U形连接板上左右两翼留有连接孔,通过连接孔与调节支撑板进行连接;The structure fixing device is composed of a threaded rod, a support frame, a clip, a beam, and a U-shaped connecting plate; the beam is supported across the tops of the two side walls of the water tank and fixed; the support frame is a frame structure, There are threaded holes reserved at the four corners of the top; the threaded rods are respectively rotated and inserted into the reserved threaded holes at the top four corners of the support frame, and are supported above the beam; The other is placed on the corresponding inner side of the support frame, and the support frame and the beam are squeezed mutually through the connection of a set of clips, thereby fixing the support frame; the lower end of the support frame is provided with a U-shaped connecting plate, and the left and right sides of the U-shaped connecting plate are The two wings have connecting holes, which are connected to the adjustment support plate through the connecting holes;
所述的结构物调节装置由调节支撑板、L形连接件、调节螺栓、固定螺栓、三角撑、支撑锥、垫片组成;所述的调节支撑板上留有连接孔和调节孔,通过上部的连接孔与U形连接板固接于一起;所述的L形连接件一半面与调节支撑板通过调节孔内的调节螺栓连接于一起,另一半面通过固定螺栓与弧墙梳式透空堤固定连接;所述的三角撑安装于调节支撑板底部,二者固接于一体,三角撑底面预留螺纹孔;所述的支撑锥旋转插于三角撑底面预留螺纹孔内;所述的垫片安装于三角撑的正下方与支撑锥端头接触,放置于水槽底部;The structure adjustment device is composed of an adjustment support plate, an L-shaped connecting piece, an adjustment bolt, a fixing bolt, a triangular brace, a support cone, and a gasket; the adjustment support plate is provided with a connecting hole and an adjustment hole, and the upper part is passed through the upper part. The connecting hole and the U-shaped connecting plate are fixed together; half of the L-shaped connecting piece and the adjusting support plate are connected together by the adjusting bolts in the adjusting holes, and the other half is connected to the arc wall comb through the fixing bolts. The embankment is fixedly connected; the triangular support is installed at the bottom of the adjustment support plate, and the two are fixed into one, and the bottom surface of the triangular support has reserved threaded holes; the support cone is rotated and inserted into the reserved threaded holes on the bottom surface of the triangular support; the The gasket is installed just below the triangle brace and is in contact with the end of the support cone, and is placed at the bottom of the sink;
所述的波高测量仪固定与调节装置由调平螺丝、支架、粗套杆、控制螺丝、细套杆、波高测量仪、夹环、控制螺栓组成;所述的支架是由2个水平横向长杆件、2个斜向杆件和1个水平短杆件固接构成的架立结构,2个水平横向长杆件两端均留有螺纹孔,横跨架立于水槽两壁顶端;所述的调平螺丝安装在支架预留螺纹孔内,对支架进行水平调整;所述的粗套杆垂直安装于支架下端;所述的细套杆内套于粗套杆,细套杆在粗套杆内伸缩;所述的粗套杆下端安装有控制螺丝,控制细套杆的伸缩位置;所述的夹环由两个半圆的圆弧片组成,安装在细套杆下端的侧面,且端头留有螺栓孔;所述的波高测量仪安装在夹环中间;所述的控制螺栓安装在夹环的端头预留螺栓孔内,通过松紧控制螺栓对波高测量仪进行固定;The wave height measuring instrument fixing and adjusting device is composed of leveling screws, brackets, thick sleeve rods, control screws, thin sleeve rods, wave height measuring instruments, clamping rings and control bolts; The erection structure formed by the fixed connection of the rod, two oblique rods and one horizontal short rod, the two horizontal horizontal long rods are left with threaded holes at both ends, and stand across the top of the two walls of the water tank; The leveling screw is installed in the reserved threaded hole of the bracket to adjust the bracket horizontally; the thick sleeve rod is vertically installed on the lower end of the bracket; the thin sleeve rod is sleeved on the thick sleeve rod, and the thin sleeve rod is in the thick sleeve rod The sleeve rod is telescopic; a control screw is installed at the lower end of the thick sleeve rod to control the telescopic position of the thin sleeve rod; the clamping ring is composed of two semicircular arc pieces, which are installed on the side of the lower end of the thin sleeve rod, and Bolt holes are left at the ends; the wave height measuring instrument is installed in the middle of the clamping ring; the control bolts are installed in the reserved bolt holes at the end of the clamping ring, and the wave height measuring instrument is fixed by tightening the control bolts;
所述的波高测量仪数据收集及处理设备放置在水槽外控制操作台上,通过数据线与波高测量仪进行连接,用来对波高测量仪采集的数据进行处理和输出显示。The wave height measuring instrument data collection and processing equipment is placed on the control console outside the water tank, and is connected with the wave height measuring instrument through a data line, so as to process and output the data collected by the wave height measuring instrument.
进一步的,所述的支撑架由2个水平横向长杆件、4个水平纵向短杆件、2个水平横向短杆件、2个垂直纵向短杆件、2个垂直纵向长杆件、4个斜向杆件固接构成框架结构,且2个水平横向长杆件两端均预留有螺纹孔。Further, the support frame is composed of 2 horizontal horizontal long bars, 4 horizontal vertical short bars, 2 horizontal horizontal short bars, 2 vertical vertical short bars, 2 vertical vertical long bars, 4 The two oblique rods are fixedly connected to form a frame structure, and threaded holes are reserved at both ends of the two horizontally long rods.
进一步的,所述的调节支撑板上的调节孔为多个,根据调节螺栓栓接调节孔位置的变化对L形连接件进行高度的调节;所述的L形连接件一半面留有调节孔道,根据调节螺栓在调节孔道栓接位置的变化对L形连接件所在的高度进行微调;所述的L形连接件另一半面与弧墙梳式透空堤固接,弧墙梳式透空堤的潜深和出水高度随着L形连接件的位置变化而改变。Further, there are a plurality of adjustment holes on the adjustment support plate, and the height of the L-shaped connecting piece is adjusted according to the change of the position of the adjustment hole where the adjustment bolt is bolted; half of the L-shaped connecting piece has adjustment holes. , and fine-tune the height of the L-shaped connector according to the change of the bolted position of the adjusting bolt in the adjustment hole; The diving depth and exit height of the embankment vary with the position of the L-shaped connector.
进一步的,所述的调平螺丝安装在支架的预留的螺纹孔内,通过对调平螺丝伸出长短的控制,调整支架的水平度。Further, the leveling screw is installed in the reserved threaded hole of the bracket, and the levelness of the bracket is adjusted by controlling the extension length of the leveling screw.
进一步的,所述的控制螺丝安装于粗套杆下端,细套杆内套于粗套杆,细套杆在粗套杆内伸缩,通过对控制螺丝松紧的调整而对细套杆所在位置进行定位;波高测量仪通过夹环与细套杆相连,波高测量仪所处高度随细套杆的伸缩变化而改变。Further, the control screw is installed at the lower end of the thick sleeve rod, the thin sleeve rod is sleeved on the thick sleeve rod, the thin sleeve rod is telescopic in the thick sleeve rod, and the position of the thin sleeve rod is adjusted by adjusting the tightness of the control screw. Positioning; the wave height measuring instrument is connected with the thin sleeve rod through the clamping ring, and the height of the wave height measuring instrument changes with the expansion and contraction of the thin sleeve rod.
进一步的,所述的垫片内部设有凹槽,支撑锥端头置于凹槽内。Further, the gasket is provided with a groove inside, and the end of the support cone is placed in the groove.
本发明的有益效果,1、根据常规试验水槽的特定环境,利用横梁平台为依托支撑弧墙梳式透空堤,节省材料,不占用实验室其它空间;2、通过调节支撑板预留孔与L形连接件预留孔道相对位置关系的改变,实现试验过程中弧墙梳式透空堤潜深的改变,以满足不同波浪作用下消浪性能的测量;3、整个试验装置每一部分均拆卸方便,安装灵活,非常适合实验水槽内使用;4、波高测量仪固定与调节装置能够控制波高测量仪的水平、垂直移动,测量位置灵活;5、与传统梳式透空堤相比,节省材料、轻便易施工、整体性强、各部分独立又有机结合,可根据不同实验水槽开展不同比尺的弧墙梳式透空堤消浪性能的测量试验。The beneficial effects of the present invention are: 1. According to the specific environment of the conventional test water tank, the beam platform is used to support the arc wall comb-type permeable embankment, which saves materials and does not occupy other space in the laboratory; 2. By adjusting the support plate reserved holes and The change of the relative positional relationship of the reserved holes for the L-shaped connector realizes the change of the diving depth of the arc wall comb-type permeable embankment during the test, so as to meet the measurement of the wave elimination performance under different waves; 3. Each part of the entire test device is dismantled Convenient, flexible installation, very suitable for use in experimental water tanks; 4. The wave height measuring instrument fixing and adjusting device can control the horizontal and vertical movement of the wave height measuring instrument, and the measurement position is flexible; 5. Compared with the traditional comb-type permeable embankment, it saves materials , Lightweight and easy to construct, strong integrity, independent and organic combination of each part, can carry out the measurement test of wave elimination performance of arc wall comb type permeable embankment with different scales according to different experimental water tanks.
附图说明Description of drawings
图1是本发明的结构示意图;Fig. 1 is the structural representation of the present invention;
图2是本发明的弧墙梳式透空堤背面结构示意图;2 is a schematic diagram of the structure of the back side of the arc wall comb-type permeable embankment of the present invention;
图3是本发明的弧墙梳式透空堤正面结构示意图;Fig. 3 is the front structure schematic diagram of the arc wall comb type permeable embankment of the present invention;
图4是本发明的结构物固定装置结构示意图;4 is a schematic structural diagram of the structure fixing device of the present invention;
图5是本发明的结构物调节装置结构示意图;5 is a schematic structural diagram of the structure regulating device of the present invention;
图6是本发明的波高测量仪固定与调节装置结构示意图。FIG. 6 is a schematic structural diagram of the fixing and adjusting device of the wave height measuring instrument of the present invention.
图中:1弧墙梳式透空堤,11弧形沉箱,12背板,13固定孔,14连接螺丝,2结构物固定装置,21螺纹杆,22支撑架,221水平横向长杆件,222水平纵向短杆件,223水平横向短杆件,224垂直纵向短杆件,225垂直纵向长杆件,226斜向杆件,23夹片,24连接螺栓,25横梁,26 U形连接板,27连接孔,3结构物调节装置,31调节支撑板,32调节孔,33 L形连接件,34调节螺栓,35调节孔道,36固定螺栓,37三角撑,38支撑锥,39垫片,4固定与调节装置,41调平螺丝,42支架,43粗套杆,44控制螺丝,45细套杆,46波高测量仪,47夹环,48控制螺栓,5波高测量仪数据收集及处理设备。In the picture: 1 arc wall comb-type permeable embankment, 11 arc caisson, 12 back plate, 13 fixing holes, 14 connecting screws, 2 structure fixing devices, 21 threaded rods, 22 supporting frames, 221 horizontal horizontal long rods, 222 horizontal longitudinal short rod, 223 horizontal transverse short rod, 224 vertical longitudinal short rod, 225 vertical longitudinal long rod, 226 oblique rod, 23 clip, 24 connecting bolt, 25 beam, 26 U-shaped connecting plate , 27 connecting holes, 3 structural adjustment devices, 31 adjusting support plates, 32 adjusting holes, 33 L-shaped connecting pieces, 34 adjusting bolts, 35 adjusting holes, 36 fixing bolts, 37 triangular braces, 38 supporting cones, 39 gaskets, 4 Fixing and adjusting device, 41 leveling screw, 42 bracket, 43 thick sleeve rod, 44 control screw, 45 thin sleeve rod, 46 wave height measuring instrument, 47 clamping ring, 48 control bolt, 5 wave height measuring instrument data collection and processing equipment .
具体实施方式Detailed ways
为方便进一步了解本发明的内容和特点以及功能,配合附图详细说明如下:For the convenience of further understanding the content, features and functions of the present invention, the detailed description is as follows in conjunction with the accompanying drawings:
如图1、2、3、4、5、6所示,一种试验水槽内弧墙梳式透空堤消浪性能的测量装置,由弧墙梳式透空堤1、结构物固定装置2、结构物调节装置3、波高测量仪固定与调节装置4和波高测量仪数据收集及处理设备5五部分构成;所有材质均不生锈,且重量较轻;As shown in Figures 1, 2, 3, 4, 5, and 6, a measuring device for testing the wave elimination performance of the arc wall comb-type permeable embankment in the water tank consists of the arc-wall comb-type permeable embankment 1, the
弧墙梳式透空堤1由弧形沉箱11、背板12、固定孔13、连接螺丝14组成;弧形沉箱11共3个且其四个角分别预留4个螺纹孔;背板12根据弧形沉箱11四角预留的螺纹孔对应位置留有相应孔位,而且两边还留有与L形连接件33相连的固定孔13;连接螺丝14共12个,4个一组,将3个弧形沉箱11与背板12通过连接螺丝14连接在一起,形成整体;The arc wall comb-type permeable embankment 1 is composed of an arc-
结构物固定装置2由螺纹杆21、支撑架22、夹片23、连接螺栓24、横梁25、U形连接板26组成;横梁25共有3根按照一定间距横跨支撑于水槽两侧壁顶部并固定;支撑架22由2个水平横向长杆件221、4个水平纵向短杆件222、2个水平横向短杆件223、2个垂直纵向短杆件224、2个垂直纵向长杆件225、4个斜向杆件226固接构成框架结构,且2个水平横向长杆件221两端均预留有螺纹孔;螺纹杆21共4根分别旋转插入支撑架22顶部2个水平横向长杆件221两端预留螺纹孔支撑在横梁25上方;夹片23为矩形,四角均有四个螺栓孔,夹片23共8个,2个一组,一个置于横梁25外侧面,另一个置于支撑架22的垂直纵向杆件相应的内侧面,连接螺栓24共16个,4个一组,一起构成四组,每一组通过4个连接螺栓24和2个夹片23分别将支撑架22的四个垂直纵向杆件挤压固定在横梁25侧面,从而固定支撑架22;支撑架22下端安装U形连接板26且留有连接孔27,方便与调节支撑板31进行连接;U形连接板26是由钢板弯折而成,且每个弯折处内焊有两个三角支撑以保证稳定;The
结构物调节装置3由调节支撑板31、L形连接件33、调节螺栓34、固定螺栓36、三角撑37、支撑锥38、垫片39组成;调节支撑板31共两个,其上部分别留有6个连接孔用于连接U形连接板26,板身留有左右水平的若干个调节孔32;L形连接件33共两个,一半面留6个调节孔道35,L形连接件33一半面与调节支撑板31根据调节孔32和调节孔道35位置通过调节螺栓34连接于一起,另一半面有4个固定孔13,通过固定螺栓36与弧墙梳式透空堤1相连;根据调节螺栓34栓接调节孔32位置的变化对L形连接件33进行高度的调节,根据调节螺栓34在调节孔道35栓接位置的变化对L形连接件33所在的高度进行微调,弧墙梳式透空堤1的潜深和出水高度随着L形连接件33的位置变化而改变;三角撑37共两个,分别安装于调节支撑板31底部固接于一体,三角撑37底面预留4个螺纹孔;支撑锥38共8个,每4个一组分别旋转插于三角撑37底面预留螺纹孔内;垫片39共两个,分别安装在三角撑37的正下方与支撑锥38端头接触,垫片39中间有凹槽,支撑锥38端头置于凹槽内,垫片39放置于水槽底部;The structure adjustment device 3 is composed of an
波高测量仪固定与调节装置4由调平螺丝41、支架42、粗套杆43、控制螺丝44、细套杆45、波高测量仪46、夹环47、控制螺栓48组成;支架42是由2个水平横向长杆件、2个斜向杆件和1个水平短杆件固接构成的架立结构,2个水平横向长杆件两端均留有螺纹孔,横跨架立于水槽两壁顶端;调平螺丝41共4个,分别安装在支架42预留螺纹孔内,可对支架42进行水平调整;粗套杆43垂直安装于支架42下端;细套杆45内套与粗套杆43,细套杆45在粗套杆43内伸缩;粗套杆43下端安装有控制螺丝44,控制细套杆45的伸缩位置;夹环47由两个半圆的圆弧片组成安装于细套杆45下端的侧面,且端头留有螺栓孔;波高测量仪46安装在夹环47中间;控制螺栓48安装在夹环47的端头预留螺栓孔内,通过松紧控制螺栓48对波高测量仪46进行固定;The wave height measuring instrument fixing and adjusting device 4 is composed of a
波高测量仪数据收集及处理设备5放置在水槽外控制操作台上,通过数据线与波高测量仪46进行连接,用来对波高测量仪46采取的数据进行处理和输出显示。The wave height measuring instrument data collection and
本发明的一种试验水槽内弧墙梳式透空堤消浪性能的测量装置,使用时将弧墙梳式透空堤按照设计进行组装并调整为试验所需的高度和水平位置,波高测量仪按照试验要求放置于要求位置并调整水平和垂直高度,以确保试验精度。The invention is a measuring device for testing the wave elimination performance of the arc wall comb-type permeable embankment in the water tank. When in use, the arc-wall comb-type permeable embankment is assembled according to the design and adjusted to the height and horizontal position required for the test, and the wave height is measured. The instrument is placed in the required position according to the test requirements and the horizontal and vertical heights are adjusted to ensure the test accuracy.
应当理解的是,本说明书未详细阐述的技术特征都属于现有技术。尽管上面结合附图对本发明专利的实施方式进行了描述,但是本发明并不局限于上述具体的实施方式,上述的具体实施方式仅仅是示意性的,并不是限制性的,本领域的普通技术人员均可以在本发明的启示下,在不脱离本发明宗旨和权利要求所保护的范围的情况下,还可以做出更多的形式,这些均属于本发明的保护范围之内。It should be understood that the technical features not described in detail in this specification belong to the prior art. Although the embodiments of the patent of the present invention are described above in conjunction with the accompanying drawings, the present invention is not limited to the above-mentioned specific embodiments. The above-mentioned specific embodiments are only illustrative and not restrictive. Under the inspiration of the present invention, personnel can make more forms without departing from the scope of the present invention and the protection scope of the claims, and these all belong to the protection scope of the present invention.
Claims (6)
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN202010683890.6A CN111811775B (en) | 2020-07-16 | 2020-07-16 | A measuring device for testing the wave elimination performance of the arc wall comb-type permeable embankment in the water tank |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN202010683890.6A CN111811775B (en) | 2020-07-16 | 2020-07-16 | A measuring device for testing the wave elimination performance of the arc wall comb-type permeable embankment in the water tank |
Publications (2)
Publication Number | Publication Date |
---|---|
CN111811775A true CN111811775A (en) | 2020-10-23 |
CN111811775B CN111811775B (en) | 2022-03-22 |
Family
ID=72866346
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN202010683890.6A Active CN111811775B (en) | 2020-07-16 | 2020-07-16 | A measuring device for testing the wave elimination performance of the arc wall comb-type permeable embankment in the water tank |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN111811775B (en) |
Citations (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN103774610A (en) * | 2014-02-12 | 2014-05-07 | 沈阳农业大学 | Wave type wave-absorbing dam |
CN109183710A (en) * | 2018-10-15 | 2019-01-11 | 大连理工大学 | A kind of Acting on Perforated Caisson curtain wall type breakwater of energy dissipating indoor design aperture slanting baffle |
CN110375958A (en) * | 2019-07-11 | 2019-10-25 | 鲁东大学 | A kind of flat transmission dike disappears the measuring device and its measurement method of unrestrained performance |
CN110389013A (en) * | 2019-07-11 | 2019-10-29 | 鲁东大学 | A measuring device and measuring method for wave dissipation characteristics of an arc-plate structure |
CN111236144A (en) * | 2020-03-19 | 2020-06-05 | 中国海洋大学 | Pile foundation permeable breakwater with variable air permeability and construction method thereof |
-
2020
- 2020-07-16 CN CN202010683890.6A patent/CN111811775B/en active Active
Patent Citations (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN103774610A (en) * | 2014-02-12 | 2014-05-07 | 沈阳农业大学 | Wave type wave-absorbing dam |
CN109183710A (en) * | 2018-10-15 | 2019-01-11 | 大连理工大学 | A kind of Acting on Perforated Caisson curtain wall type breakwater of energy dissipating indoor design aperture slanting baffle |
CN110375958A (en) * | 2019-07-11 | 2019-10-25 | 鲁东大学 | A kind of flat transmission dike disappears the measuring device and its measurement method of unrestrained performance |
CN110389013A (en) * | 2019-07-11 | 2019-10-29 | 鲁东大学 | A measuring device and measuring method for wave dissipation characteristics of an arc-plate structure |
CN111236144A (en) * | 2020-03-19 | 2020-06-05 | 中国海洋大学 | Pile foundation permeable breakwater with variable air permeability and construction method thereof |
Also Published As
Publication number | Publication date |
---|---|
CN111811775B (en) | 2022-03-22 |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN110375958A (en) | A kind of flat transmission dike disappears the measuring device and its measurement method of unrestrained performance | |
WO2023029843A1 (en) | Fixed-type permeable breakwater serving as wave energy power generation apparatus | |
CN111811775A (en) | A measuring device for testing the wave elimination performance of the arc wall comb-type permeable embankment in the water tank | |
NL2031013B1 (en) | Measuring Device for Wave Dissipation Performance of Arc Wall Comb-type Permeable Breakwater in Experimental Tank | |
CN111811774A (en) | A test device for measuring the force of the inner arc wall comb-type permeable embankment structure in the test tank | |
CN110389013A (en) | A measuring device and measuring method for wave dissipation characteristics of an arc-plate structure | |
CN109914342A (en) | Foldable removable flood wall | |
CN215448397U (en) | Measuring device for wave dissipation performance of straight wall type permeable dike | |
NL2029917B1 (en) | Measuring device for water flow rate of upright section of comb type breakwater in test water channel | |
CN215448396U (en) | Measuring device for wave dissipation characteristic of comb-type open dike of inner arc wall of test water tank | |
CN111794175A (en) | A measuring device for the flow velocity of the water body on the upstream surface of the comb-type breakwater in the test tank | |
CN113203547A (en) | Measuring device for wave dissipation characteristic of comb-type open dike of inner arc wall of test water tank | |
CN113203546A (en) | Measuring device for wave dissipation performance of straight wall type permeable dike | |
CN215865728U (en) | Measuring device for wave energy conversion performance of arc wall comb type open dike | |
CN220230901U (en) | Test device for measuring Bragg resonance phenomenon in physical water tank | |
CN114791283B (en) | Device for dynamically eliminating influence of wave on water surface evaporation and emission measurement | |
CN210154777U (en) | Measuring device for wave-dissipating characteristic of arc plate type structure | |
CN215865727U (en) | Device for measuring wave energy conversion efficiency of straight wall type permeable dike in test water tank | |
US20220390231A1 (en) | Measuring Device for Wave Energy Conversion Performance of Comb-typed Permeable Breakwater with Arcuate Walls | |
CN211502113U (en) | Fast-dismounting type portable tide beach multi-parameter observation stand | |
CN208167643U (en) | A kind of floating vibration wave-absorbing bank | |
CN221745461U (en) | A physical model experimental device for floating bridges | |
CN113203544A (en) | Device for measuring wave energy conversion efficiency of straight wall type permeable dike in test water tank | |
CN212007362U (en) | Ultrasonic open channel flowmeter capable of adjusting water passing area | |
CN218757556U (en) | Larsen steel sheet pile cofferdam suitable for deep water waters |
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 |