CN113684791B - An arc-shaped waterscape dam based on vortex guiding drift and its design method - Google Patents
An arc-shaped waterscape dam based on vortex guiding drift and its design method Download PDFInfo
- Publication number
- CN113684791B CN113684791B CN202110902011.9A CN202110902011A CN113684791B CN 113684791 B CN113684791 B CN 113684791B CN 202110902011 A CN202110902011 A CN 202110902011A CN 113684791 B CN113684791 B CN 113684791B
- Authority
- CN
- China
- Prior art keywords
- dam
- arc
- waterscape
- dam body
- shaped
- 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.)
- Active
Links
- 238000000034 method Methods 0.000 title claims description 11
- 238000013461 design Methods 0.000 title claims description 8
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 69
- 238000007667 floating Methods 0.000 claims abstract description 47
- 239000010813 municipal solid waste Substances 0.000 claims abstract description 28
- 238000011144 upstream manufacturing Methods 0.000 claims abstract description 11
- 238000003860 storage Methods 0.000 claims description 14
- 238000009423 ventilation Methods 0.000 claims description 13
- 239000012530 fluid Substances 0.000 claims description 9
- 238000004088 simulation Methods 0.000 claims description 9
- 238000012360 testing method Methods 0.000 claims description 6
- 238000004519 manufacturing process Methods 0.000 claims description 3
- 239000007921 spray Substances 0.000 claims description 3
- 238000005086 pumping Methods 0.000 claims description 2
- 238000005507 spraying Methods 0.000 claims description 2
- 208000034699 Vitreous floaters Diseases 0.000 claims 2
- QVGXLLKOCUKJST-UHFFFAOYSA-N atomic oxygen Chemical compound [O] QVGXLLKOCUKJST-UHFFFAOYSA-N 0.000 abstract description 4
- 239000001301 oxygen Substances 0.000 abstract description 4
- 229910052760 oxygen Inorganic materials 0.000 abstract description 4
- 241001465754 Metazoa Species 0.000 abstract description 2
- 238000010586 diagram Methods 0.000 description 5
- 230000005540 biological transmission Effects 0.000 description 4
- 230000000694 effects Effects 0.000 description 4
- 238000012423 maintenance Methods 0.000 description 4
- 238000004140 cleaning Methods 0.000 description 2
- 239000006185 dispersion Substances 0.000 description 2
- 238000012986 modification Methods 0.000 description 2
- 230000004048 modification Effects 0.000 description 2
- 230000008569 process Effects 0.000 description 2
- 241000251468 Actinopterygii Species 0.000 description 1
- 241000195493 Cryptophyta Species 0.000 description 1
- 238000006424 Flood reaction Methods 0.000 description 1
- 229910000831 Steel Inorganic materials 0.000 description 1
- 238000009825 accumulation Methods 0.000 description 1
- 230000009471 action Effects 0.000 description 1
- 230000002411 adverse Effects 0.000 description 1
- 238000005273 aeration Methods 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000033228 biological regulation Effects 0.000 description 1
- 230000008859 change Effects 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 238000005520 cutting process Methods 0.000 description 1
- 239000003344 environmental pollutant Substances 0.000 description 1
- 238000001914 filtration Methods 0.000 description 1
- 230000008014 freezing Effects 0.000 description 1
- 238000007710 freezing Methods 0.000 description 1
- 239000007789 gas Substances 0.000 description 1
- 230000006872 improvement Effects 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 230000014759 maintenance of location Effects 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 244000005700 microbiome Species 0.000 description 1
- 238000012544 monitoring process Methods 0.000 description 1
- 238000005457 optimization Methods 0.000 description 1
- 231100000719 pollutant Toxicity 0.000 description 1
- 238000010248 power generation Methods 0.000 description 1
- 238000012545 processing Methods 0.000 description 1
- 230000001105 regulatory effect Effects 0.000 description 1
- 239000007779 soft material Substances 0.000 description 1
- 239000010959 steel Substances 0.000 description 1
Images
Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02B—HYDRAULIC ENGINEERING
- E02B7/00—Barrages or weirs; Layout, construction, methods of, or devices for, making same
- E02B7/02—Fixed barrages
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02B—HYDRAULIC ENGINEERING
- E02B15/00—Cleaning or keeping clear the surface of open water; Apparatus therefor
- E02B15/04—Devices for cleaning or keeping clear the surface of open water from oil or like floating materials by separating or removing these materials
- E02B15/10—Devices for removing the material from the surface
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02B—HYDRAULIC ENGINEERING
- E02B15/00—Cleaning or keeping clear the surface of open water; Apparatus therefor
- E02B15/04—Devices for cleaning or keeping clear the surface of open water from oil or like floating materials by separating or removing these materials
- E02B15/10—Devices for removing the material from the surface
- E02B15/107—Whirling means forming a vortex in the water; cyclones
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02B—HYDRAULIC ENGINEERING
- E02B7/00—Barrages or weirs; Layout, construction, methods of, or devices for, making same
- E02B7/20—Movable barrages; Lock or dry-dock gates
- E02B7/26—Vertical-lift gates
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02B—HYDRAULIC ENGINEERING
- E02B7/00—Barrages or weirs; Layout, construction, methods of, or devices for, making same
- E02B7/20—Movable barrages; Lock or dry-dock gates
- E02B7/26—Vertical-lift gates
- E02B7/36—Elevating mechanisms for vertical-lift gates
Landscapes
- Engineering & Computer Science (AREA)
- General Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Environmental & Geological Engineering (AREA)
- Cleaning Or Clearing Of The Surface Of Open Water (AREA)
Abstract
本发明公开了一种基于漩涡导漂的弧形水景坝,包括弧形坝体、垃圾打捞装置;弧形坝体包括设置在中部的大圆弧坝体以及对称设置在大圆弧坝体两边的小圆弧坝体,小圆弧坝体与大圆弧坝体相切,小圆弧坝体两侧设有边墙,小圆弧坝体开口端朝向上游设置,左右岸临近坝体处为漂浮物收集区,漂浮物收集区内设有垃圾打捞装置。本水景坝借助弧形流线在近坝区域产生漩涡,引导漂浮物向两岸收集区流动,由出气管产生的气泡可抬升水面以下水体中的悬浮垃圾至水面,减少中下层的垃圾通过底孔流入下游河道,同时产生的气泡对水体曝氧增加了溶氧量,有助于水生动植物的生长,有助于治理黑臭水体,本发明使得拦截河道垃圾、高效率打捞漂浮物、美化河道景观得到保证。
The invention discloses an arc-shaped waterscape dam based on vortex guiding and drifting. The small circular arc dam body is tangent to the large circular arc dam body, side walls are provided on both sides of the small circular arc dam body, the open end of the small circular arc dam body is set upstream, and the left and right banks are adjacent to the dam body. It is a floating object collection area, and there is a garbage salvage device in the floating object collection area. This waterscape dam generates vortices in the area near the dam with the help of arc streamlines, and guides the floating objects to flow to the collection areas on both banks. It flows into the downstream river, and the air bubbles generated at the same time increase the dissolved oxygen to the water body, which is helpful for the growth of aquatic animals and plants, and helps to control the black and odorous water body. Landscape is guaranteed.
Description
技术领域technical field
本发明属于中小型河道水景水利工程技术领域,具体涉及一种基于漩涡导漂的弧形水景坝及其设计方法。The invention belongs to the technical field of small and medium-sized river waterscape water conservancy projects, and particularly relates to an arc-shaped waterscape dam based on vortex guiding and drifting and a design method thereof.
背景技术Background technique
随着全球气候变化,极端天气频繁问题在我国各个地区都日益突出,对于流经城市、乡镇村落的中小型河流,年径流变化明显,存在丰枯季节交替变化,不利于人们生活取用水和河道生态景观维持。With global climate change, the problem of frequent extreme weather is becoming more and more prominent in various regions of my country. For small and medium-sized rivers flowing through cities, towns and villages, the annual runoff changes significantly, and there are alternating seasons of high and dry, which is not conducive to people's living water and river courses. Ecological landscape maintenance.
拦河坝通过截断水流,利用闸门或其他开关结构,可实现对中小型河道径流的削洪补枯的调节作用。拦河坝在运行过程中,漂浮物易大量聚集,包括生活垃圾、藻类、水草、枯枝败叶等。河道漂浮物不仅遮盖河面影响河道景观,恶化水体,造成鱼类缺氧,而且还会对河道行洪能力、供水、发电等造成不利影响。By cutting off the water flow and using gates or other switch structures, the barrage can realize the regulating effect of reducing flood and replenishing the runoff of small and medium-sized rivers. During the operation of the barrage, a large number of floating objects are easy to accumulate, including domestic garbage, algae, aquatic plants, dead branches and leaves, etc. The floating objects in the river not only cover the river surface, affect the river landscape, deteriorate the water body, and cause the fish to lack oxygen, but also adversely affect the flood discharge capacity, water supply, and power generation of the river.
现有的中小型河道拦河坝的漂浮物处理主要利用滤网或者拦污栅栏对其进行阻挡,需要二次人工清理,不利于水流的流动和对漂浮物的收集。此外,由于漂浮物较为分散,打捞效率较低。目前也有越来越多的自动化漂浮物打捞方式被尝试,已有多种漂浮物打捞装置被应用,包括漂浮物固定打捞机、打捞船、移动打捞杆、打捞传送带等。其中,应用最多是成本较低且维护方便的固定式打捞机和打捞传送带装置,但大多拦河坝为平直的,漂浮物只能被局部打捞。因此,存在打捞装置与漂浮物分散度不匹配的低效率作业问题。The existing floating matter treatment of small and medium-sized river barrages mainly uses filter screens or trash fences to block them, which requires secondary manual cleaning, which is not conducive to the flow of water and the collection of floating matter. In addition, the salvage efficiency is low due to the dispersion of floating objects. At present, more and more automated methods of salvaging floating objects have been tried, and a variety of floating object salvaging devices have been applied, including floating object fixed salvage machines, salvage boats, mobile fishing rods, and salvage conveyor belts. Among them, the most widely used are fixed salvage machines and salvage conveyor belt devices with low cost and convenient maintenance, but most of the barrages are straight, and the floating objects can only be salvaged locally. Therefore, there is an inefficient operation problem that the salvage device does not match the dispersion degree of the floating object.
公告号为CN205557464U的中国实用新型专利,公开了“一种可清污型智能防洪大坝”,其通过在进水闸前安置传动滤网以清除漂浮物提高行洪能力,但这种传动滤网难以在整个坝宽方向上大规模布置,打捞清理效果是局限的。例如,公告号为 CN211773498U的中国实用新型专利,公开了“一种城市景观水改善用漂浮物打捞装置”,能够持续有效地对漂浮垃圾进行收集打捞,尽管可以根据水面宽度调节打捞范围,但横跨整个河道打捞,尤其在城市地区,不利于检修和生态景观美化,难以大面积使用。The Chinese utility model patent with the announcement number CN205557464U discloses "a cleanable intelligent flood control dam", which improves the flood-carrying capacity by placing a transmission filter in front of the intake gate to remove floating objects, but this transmission filter It is difficult to arrange on a large scale along the entire width of the dam, and the salvage and cleaning effect is limited. For example, the Chinese utility model patent publication number CN211773498U discloses "a floating object salvage device for urban landscape water improvement", which can continuously and effectively collect and salvage floating garbage. Although the salvage range can be adjusted according to the width of the water surface, the horizontal Salvage across the entire river, especially in urban areas, is not conducive to maintenance and ecological landscaping, and is difficult to use on a large scale.
发明内容SUMMARY OF THE INVENTION
针对上述问题,本发明提出了基于漩涡导漂的弧形水景坝及其设计方法。实现调洪蓄水的同时,定向引导漂浮物移动到两侧圆弧内,配合固定的自动打捞装置,实现智能连续作业,并解决上述背景中拦河坝生态景观功能缺失的问题。In view of the above-mentioned problems, the present invention proposes an arc-shaped waterscape dam based on vortex guiding and a design method thereof. While realizing flood regulation and water storage, it guides the floating objects to move into the arcs on both sides, and cooperates with fixed automatic salvage devices to realize intelligent continuous operation and solve the problem of the lack of ecological landscape function of the barrage in the above-mentioned background.
为实现上述目的,本发明提供了如下方案:For achieving the above object, the present invention provides the following scheme:
一种基于漩涡导漂的弧形水景坝,包括弧形坝体、垃圾打捞装置;An arc-shaped waterscape dam based on vortex guiding and drifting, comprising an arc-shaped dam body and a garbage salvage device;
所述弧形坝体包括设置在中部的大圆弧坝体以及对称设置在所述大圆弧坝体两边的小圆弧坝体,所述小圆弧坝体与所述大圆弧坝体相切,所述小圆弧坝体两侧设有边墙,所述小圆弧坝体开口端朝向上游设置,左右岸临近坝体处为漂浮物收集区,所述漂浮物收集区内设有垃圾打捞装置。The arc-shaped dam body includes a large circular arc dam body arranged in the middle and a small circular arc dam body symmetrically arranged on both sides of the large circular arc dam body. Tangent, the small circular arc dam body is provided with side walls on both sides, the open end of the small circular arc dam body is set upstream, and the left and right banks adjacent to the dam body are the floating object collection area, and the floating object collection area is set up. There is a garbage salvage device.
进一步,所述小圆弧坝体和所述大圆弧坝体半径之比大于1/8且不大于1/2大于1/8。Further, the ratio of the radius of the small arc dam body to the large arc dam body is greater than 1/8 and not greater than 1/2 and greater than 1/8.
进一步,所述大圆弧坝体上设置多个底孔,通过螺旋升降闸门控制所述底孔的启闭,所述底孔外围布设气泡发生器,所述气泡发生器由环绕底孔边缘的管道沿着大小圆弧弧线衔接处通过坝顶向外连接气泵,所述弧形水景坝左右两边近岸处和中部布设水位监测器且闸门前布设流量监测器,所述水位监测器和流量监测器连接传感器。Further, the large arc dam body is provided with a plurality of bottom holes, and the opening and closing of the bottom holes is controlled by a screw lift gate, and a bubble generator is arranged around the bottom hole, and the bubble generator is formed by surrounding the edge of the bottom hole. The pipeline is connected to the air pump through the top of the dam along the junction of the large and small arcs. The water level monitors are arranged near the shore and the middle of the left and right sides of the arc-shaped waterscape dam, and the flow monitors are arranged in front of the gate. The water level monitors and the flow rate The monitor is connected to the sensor.
进一步,所述垃圾打捞装置包括与水平面成一定倾角的轮轴和过水滤网传送带,所述传送带底端潜入收集区水面以下,传送带顶端外接电机驱动装置,正下方设有垃圾收集箱。Further, the garbage salvage device includes a wheel shaft and a water filter conveyor belt that are inclined at a certain angle to the horizontal plane. The bottom end of the conveyor belt is submerged below the water surface of the collection area, and the top of the conveyor belt is connected to a motor drive device, and there is a garbage collection box directly below.
进一步,所述气泡发生器具体包括进气管、储气空腔、通气立管、出气管、通孔、排气孔,所述出气管位于底孔的正下方,所述出气管左右两端与通气立管连接,气体由通孔传送后由均匀的排气孔排出上浮水面,所述通气立管紧靠拦河坝两圆弧衔接处并直通设置在坝顶处的储气空腔,所述储气空腔可通过进气管外接岸边的气泵使之通气。Further, the bubble generator specifically includes an air inlet pipe, an air storage cavity, a ventilation standpipe, an air outlet pipe, a through hole, and an exhaust hole, the air outlet pipe is located directly below the bottom hole, and the left and right ends of the air outlet pipe are connected with each other. The ventilation riser is connected, and the gas is conveyed by the through hole and then discharged to the floating water surface through the uniform exhaust hole. The air cavity can be ventilated by an air pump on the outside of the air inlet pipe.
进一步,所述设置在河边和河心处的水位监测器和闸门前的流量监测器固定在坝体大圆弧迎水面处。Further, the water level monitors arranged at the riverside and the center of the river and the flow monitor in front of the gate are fixed at the water-facing surface of the large circular arc of the dam body.
进一步,所述垃圾打捞装置依据传感器发送来的水位和流量信息调整工作周期,所述垃圾收集箱运送时间也相应调整,所述传送带表面为带钉刺突出结构的过水滤网以期减少垃圾掺杂的水分和钩抓漂浮物。Further, the garbage salvage device adjusts the working cycle according to the water level and flow information sent by the sensor, and the transportation time of the garbage collection box is adjusted accordingly. Miscellaneous moisture and hooking flotsam.
进一步,所述弧形水景坝大圆弧坝顶等间距布设造景喷泉喷头,所述喷泉喷头内设转换器,定向向下游喷射,可根据流量大小变换喷射方式,造设不同的喷泉景观。Further, the large circular arc dam crest of the arc-shaped waterscape dam is arranged with landscaping fountain nozzles at equal intervals, and the fountain nozzle is equipped with a converter, which sprays directionally downstream, and the spraying mode can be changed according to the flow rate to create different fountain landscapes.
进一步,所述喷泉喷头与相应的抽水系统连接,周围布设喷泉灯,配合底孔对称出流。Further, the fountain nozzle is connected with the corresponding water pumping system, and the fountain lights are arranged around to match the bottom hole to flow out symmetrically.
本发明还提供一种基于漩涡导漂的弧形水景坝设计方法,其具体步骤如下:The present invention also provides a method for designing an arc-shaped waterscape dam based on vortex drifting, the specific steps of which are as follows:
S1.调查工程选址的工程条件,包括河流水深、流速、河宽的边界条件和初始条件S1. Investigate engineering conditions for engineering site selection, including boundary conditions and initial conditions for river water depth, flow velocity, and river width
S2.使用制图软件等比例进行缩放调整大小圆弧的直径比例、圆周角大小,制作相应的一系列试验模型;S2. Use the drawing software to scale and adjust the diameter ratio of the circular arc and the size of the circumference angle, and make a corresponding series of test models;
S3.在确定边界条件下运用流体力学仿真软件根据河流流态选用流体模型模拟河流一般流速范围内可能产生的漩涡导漂情况,观察上游近坝区和漂浮物收集区域的流速矢量方向,分析产生漩涡大小、漩涡持续时间以及稳定位置;S3. Under certain boundary conditions, use fluid mechanics simulation software to select a fluid model according to the river flow state to simulate the vortex drifting situation that may occur within the general flow velocity range of the river, observe the flow velocity vector direction in the upstream near dam area and the floating object collection area, and analyze the resulting vortex size, vortex duration and stable position;
S4.结合工程具体情况并根据仿真结果优选最终的坝体流线设计方案以制作实物模型进行实验模拟,以实验结果确定最终坝型方案。S4. According to the specific conditions of the project and according to the simulation results, the final dam body streamline design scheme is selected to make a physical model for experimental simulation, and the final dam type scheme is determined by the experimental results.
与现有技术相比,本发明的有益效果是:本发明拦河坝通过运用流体力学知识设计坝体流线,在合理范围内运用弧形结构引导水流并产生漩涡,以此导流河面漂浮物到拦河坝两岸的收集打捞处,有效地解决了河面漂浮物分散不易打捞的问题,定向导漂节省打捞的时间、提升打捞效率。此外,将气泡组件的安装可配合弧形坝体进一步导流河道漂浮物,在气泵的作用下,空气首先通过进气管到达储气空腔一侧,在经过储气空腔的调整后进入通气立管并通过通孔到达出气管,经由排气孔产生气泡,管道产生的气泡可有效抬升河道中的悬浮污染物,使得悬浮在中部的垃圾被气泡赶往河道表面并向打捞处聚集,在闸门打开时,也能在相当程度上阻止水面下的垃圾冲向下游。与此同时,气泡组件可促进水体的流动性,增加溶解氧含量,持续地曝氧可进一步减少厌氧微生物的繁殖,有助于水体中水生动植物的生长,有效地遏制了黑臭水体的产生。在冬季,气泡还可以解决水体结冰无法流动的问题。本装置通过加入喷泉等部件,满足中小型河道削洪补枯基本需求的同时,可营造壮观喷泉水景,为旅游业提供支持,致力于打造人文生态水岸。因此,本装置具有很好的应用前景。Compared with the prior art, the beneficial effects of the present invention are: the barrage of the present invention uses the knowledge of fluid mechanics to design the streamline of the dam body, and uses the arc structure to guide the water flow and generate vortices within a reasonable range, so as to divert the floating objects on the river surface to the surface. The collection and salvage places on both sides of the barrage effectively solve the problem that the floating objects on the river surface are scattered and difficult to salvage, and the directional drifting saves the salvage time and improves the salvage efficiency. In addition, the installation of the bubble assembly can cooperate with the arc-shaped dam to further divert the floating objects in the river. Under the action of the air pump, the air first reaches the side of the air storage cavity through the air intake pipe, and enters the ventilation after the adjustment of the air storage cavity. The riser reaches the air outlet through the through hole, and bubbles are generated through the exhaust hole. The air bubbles generated by the pipeline can effectively lift the suspended pollutants in the river, so that the garbage suspended in the middle is driven to the surface of the river by the bubbles and accumulates at the salvage place. When the gate is open, it can also prevent the garbage under the water from rushing downstream to a considerable extent. At the same time, the bubble component can promote the fluidity of the water body, increase the dissolved oxygen content, and the continuous aeration can further reduce the reproduction of anaerobic microorganisms, help the growth of aquatic animals and plants in the water body, and effectively curb the black and odorous water body. produce. In winter, air bubbles can also solve the problem of water freezing and unable to flow. By adding components such as fountains, this device can meet the basic needs of small and medium-sized rivers to reduce floods and make up for dryness, and at the same time, it can create a spectacular fountain waterscape, provide support for the tourism industry, and strive to create a humanistic and ecological waterfront. Therefore, the device has a good application prospect.
附图说明Description of drawings
图1为本发明提出的一种弧形水景坝的轴测图;Fig. 1 is the axonometric view of a kind of arc-shaped waterscape dam proposed by the present invention;
图2为图1中A处的放大图;Fig. 2 is the enlarged view of A place in Fig. 1;
图3为图1中B处的放大图。FIG. 3 is an enlarged view of B in FIG. 1 .
图4为本发明提出的一种弧形水景坝的正视图;4 is a front view of a curved waterscape dam proposed by the present invention;
图5为本发明提出的一种弧形水景坝的俯视图;5 is a top view of a curved waterscape dam proposed by the present invention;
图6为图5中C-C向剖视图;Fig. 6 is C-C in Fig. 5 in the sectional view;
图7为图6中D处的放大图;Fig. 7 is the enlarged view of D place in Fig. 6;
图8为图5中E-E向剖视图;Fig. 8 is the sectional view of E-E in Fig. 5;
图9为图5中F-F向剖视图;Fig. 9 is the F-F direction sectional view in Fig. 5;
图10为本发明实施例2中r10cm-R20cm时水平面的流速矢量图;Fig. 10 is the flow velocity vector diagram of the horizontal plane when r10cm-R20cm in the embodiment of the
图11为本发明实施例2中r8cm-R24cm水平面的流速矢量图;Fig. 11 is the flow velocity vector diagram of the r8cm-R24cm horizontal plane in the embodiment of the
图12为本发明实施例2中r6cm-R28cm水平面的流速矢量图;Fig. 12 is the flow velocity vector diagram of r6cm-R28cm horizontal plane in the embodiment of the
图13为本发明实施例2中r4cm-R32cm水平面的流速矢量图;Figure 13 is the flow velocity vector diagram of the r4cm-R32cm horizontal plane in Example 2 of the present invention;
图中:1.坝体,2.底孔,3.闸门,4.大圆弧坝体,5.小圆弧坝体,6.进气管,7.储气空腔,8.通气立管,9.出气管,10.排气孔,11.出气空腔,12.通孔,13.水位监测器,14. 流量监测器,15.喷泉喷头,16.轮组,17.过水滤网,18.电机驱动装置,19.接收器,20. 垃圾收集箱,21.边墙。In the picture: 1. Dam body, 2. Bottom hole, 3. Gate, 4. Large arc dam body, 5. Small arc dam body, 6. Air intake pipe, 7. Air storage cavity, 8. Ventilation riser , 9. Air outlet pipe, 10. Exhaust hole, 11. Air outlet cavity, 12. Through hole, 13. Water level monitor, 14. Flow monitor, 15. Fountain nozzle, 16. Wheel set, 17. Water filter Net, 18. Motor drive, 19. Receiver, 20. Garbage collection box, 21. Side wall.
具体实施方式Detailed ways
下面将结合本发明中的附图,对本发明技术方案和具体实施方式进行清楚和完整地描述。The technical solutions and specific embodiments of the present invention will be clearly and completely described below with reference to the accompanying drawings in the present invention.
【实施例1】[Example 1]
下面将结合本发明实施例中的附图,对本发明实施例中的技术方案进行清楚、完整地描述,以下实施案例仅为本发明较佳的实施方式,而不是全部的实施例。The technical solutions in the embodiments of the present invention will be clearly and completely described below with reference to the accompanying drawings in the embodiments of the present invention. The following examples are only preferred implementations of the present invention, rather than all embodiments.
参照图1、图4、图5和图9,一种导漂收集漂浮物的弧形水景坝,包括弧形坝体 1、底孔2、闸门3,弧形坝体1由大圆弧坝体4和小圆弧坝体5组成,大圆弧坝体4 中下部设置有4个矩形底孔2,通过闸门3控制底孔2的开启与关闭,闸门3开度可调,小圆弧坝体5上布置平行圆弧状的进气管6,进气管6的坝内一端连接储气空腔 7,通气立管8被竖直地安装在大小圆弧相切处,直通坝顶处的储气空腔7,此处的结构参照图3,通气立管8另一端连接大圆弧状的出气管9,出气管9布设在坝前底孔2 正下方,出气管9上等间距衔接着若干个排气孔10,最终空气通过排气孔10排出,产生气泡,此处可参照图1,出气管9内设有出气空腔11,出气管9的上端面上设有与出气空腔11连通的排气孔10,通气立管8的底侧壁上设有与出气空腔11连通的通孔12,此处可参照图3和图7。Referring to Figure 1, Figure 4, Figure 5 and Figure 9, an arc-shaped waterscape dam for guiding and collecting floating objects includes an arc-shaped
弧形水景坝左右两边近岸处的小圆弧坝体5中部和大圆弧坝体4坝前中部布设水位监测器13,在底孔2上的闸门3前布置流量监测器14,此处可参照图1、图4和图 8,弧形水景坝的大圆弧4坝顶等间距布设造景喷泉喷头15,此处可参照图5,弧形水景坝上游左右岸临近坝体处为漂浮物收集区,此处设置垃圾打捞装置与边墙21连结,包括轮组16、过水滤网17、电机驱动装置驱动装置18和接收器19,传送带表面为过水滤网17,传送带轮组16外接电机驱动装置18,电机驱动装置侧部装置接收器19,传送带的过水滤网顶部正下方设有垃圾收集箱20,此处结构可参照图2。闸门2、水位监测器13、流量监测器14、喷泉喷头15、轮组16、电机驱动装置18和接受19均电性连接。The water level monitor 13 is arranged in the middle of the small
本发明在工作时,调整闸门3的开度,上游来水通过底孔2流向下游,以此可确保水体具有一定的流动性,上游的漂浮物被水流携带到坝体1前方一定距离处,在由大小圆弧4、5组成的坝体1的圆弧流线所产生的导流作用下,漂浮物被引导至靠近两岸的小圆弧5中部的漂浮物滞留区,在水面以下的中下层悬浮物也会随着水流来到坝前,通过外接气泵等方式,可通空气进入进气管6,进气管6直通储气空腔7,储气空腔7可调整进气的速度与均匀程度,之后由储气空腔7的另一端进入通气立管8,通气立管8经过通孔12的调整后来到出气管9的出气空腔11,最后经由排气孔10排出,由此产生气泡,产生的气泡可以将中下层的悬浮物迁移至水面并沿弧导漂,能够较好地避免中下层悬浮物经由底孔2冲向下游河道,同时也能促进水体的流动性,增加水体的溶解氧含量。当漂浮物逐渐在小圆弧5圆心区域聚集时,在水位监测器13和流量监测器14的实时监测下,经智能自动化分析水位和流量数据后发送出的收集控制指令可被电机驱动装置18上的接收器19接收,底端潜入水面以下的传送带可调整过水滤网17与水情相协调的传动速度,过水滤网17可减少漂浮物携带的水分,最终漂浮物经由传送带固定装置进入到垃圾收集箱20。可根据需要控制相关的通水系统,利用大圆弧4坝顶上的喷泉喷头15产生形态各异的喷泉,营造水景。When the present invention is working, the opening degree of the
【实施例2】[Example 2]
本实施例提供一种基于漩涡导漂的弧形水景坝设计方法,其具体步骤如下:The present embodiment provides a method for designing an arc-shaped waterscape dam based on vortex drifting, the specific steps of which are as follows:
S1.调查工程选址的工程条件,包括河流水深、流速、河宽的边界条件和初始条件S1. Investigate engineering conditions for engineering site selection, including boundary conditions and initial conditions for river water depth, flow velocity, and river width
S2.使用制图软件等比例进行缩放调整大小圆弧的直径比例、圆周角大小,制作相应的一系列试验模型;S2. Use the drawing software to scale and adjust the diameter ratio of the circular arc and the size of the circumference angle, and make a corresponding series of test models;
S3.在确定边界条件下运用流体力学仿真软件根据河流流态选用流体模型模拟河流一般流速范围内可能产生的漩涡导漂情况,观察上游近坝区和漂浮物收集区域的流速矢量方向,分析产生漩涡大小、漩涡持续时间以及稳定位置;S3. Under certain boundary conditions, use fluid mechanics simulation software to select a fluid model according to the river flow state to simulate the vortex drifting situation that may occur within the general flow velocity range of the river, observe the flow velocity vector direction in the upstream near dam area and the floating object collection area, and analyze the resulting vortex size, vortex duration and stable position;
S4.结合工程具体情况并根据仿真结果优选最终的坝体流线设计方案以制作实物模型进行实验模拟,以实验结果确定最终坝型方案。S4. According to the specific conditions of the project and according to the simulation results, the final dam body streamline design scheme is selected to make a physical model for experimental simulation, and the final dam type scheme is determined by the experimental results.
在上述步骤S2中,制图软件可采用AutoCAD、solidworks等制图软件,步骤S3 中可运用fluent、flow3D等流体力学仿真软件。In the above-mentioned step S2, the drawing software such as AutoCAD and solidworks can be used as the drawing software, and the fluid mechanics simulation software such as fluent and flow3D can be used in the step S3.
以某中小型河道为例说明大小圆弧比例的优选过程。该河流流经某乡镇地区,河宽80m,年均河深0.8m,现希望通过建设拦河坝,将上游河水壅高蓄积至1.2m以满足乡镇人民的生产生活生态用水,其河流年均流速为3m/s。工程选址河段河道顺直,地势平坦,可近似为理想的平直矩形河段。首先将该河道进行10倍比例进行缩小概化为 108×80cm的试验模型,采用AutoCAD三维制图,后采用flow3D模型进行自由液面流体模拟。将模型划分为1cm正方形网格,设置模拟时间100s,紊流模型采用RNG的k -ε方程模型进行计算,上游边界速度3cm/s,边界水深12cm,出口自由出流,初始水深12cm,初始流速3cm/s,在此水动力条件下调整大圆弧和小圆弧的比例关系进行模拟,可通过3D动画和2D流速动画模拟过程进行弧度漩涡强度比较。Taking a small and medium-sized river channel as an example to illustrate the optimization process of the ratio of large and small arcs. The river flows through a township area with a width of 80m and an average annual depth of 0.8m. It is hoped that by constructing a barrage, the upper reaches of the river will be accumulated to a height of 1.2m to meet the production and living ecological water of the township people. The average annual flow rate of the river is 3m/s. The river reach of the project site is straight and straight and the terrain is flat, which can be approximated as an ideal straight rectangular river reach. First, the channel was reduced by 10 times and generalized to a test model of 108 × 80 cm. AutoCAD was used for three-dimensional drawing, and then the flow3D model was used to simulate the free surface fluid. The model is divided into 1cm square grids, and the simulation time is set to 100s. The turbulent flow model is calculated using the k-ε equation model of RNG. The upstream boundary velocity is 3cm/s, the boundary water depth is 12cm, and the outlet is free to flow. The initial water depth is 12cm, and the initial flow velocity 3cm/s, under this hydrodynamic condition, adjust the proportional relationship between the large arc and the small arc to simulate, and the radian vortex intensity can be compared through the 3D animation and 2D flow animation simulation process.
经试验本发明弧形坝体小圆弧坝体和大圆弧坝体的半径之比应不大于1/2以产生完整漩涡,对该河流初步设计小圆弧坝体半径r和大圆弧坝体半径R的四种工况: r10cm-R20cm、r8cm-R24cm、r6cm-R28cm、r4cm-R32cm,r/R比值分别为1/2、1/3、 3/14、1/8,讨论2D平面图下的流速矢量结果。现给出选取距河床底板垂直距离 7.5cm的水平面,模拟时间为第80s的各工况下该水平面的流速矢量图如图10-13所示,x、y轴分别表示河流流向和河宽向,单位均为mm,灰度卡条指示流速大小,颜色越深,流速越小,单位为mm/s,图中流线的箭头表示流速方向。可以观察到:除 r/R=1/8的工况外,各工况均能产生漩涡,左岸坝前漩涡呈顺时针方向,右岸坝前漩涡呈逆时针方向,漩涡处流线呈灰黑色,表明该处流速较小,利于漂浮物聚集,在坝宽一定时,随着r/R值的减小,漩涡半径更小,漩涡位置更加稳定在小圆弧圆心处。After testing, the ratio of the radius of the small circular arc dam body to the large circular arc dam body of the present invention should not be greater than 1/2 to generate a complete vortex. Four working conditions of dam body radius R: r10cm-R20cm, r8cm-R24cm, r6cm-R28cm, r4cm-R32cm, r/R ratios are 1/2, 1/3, 3/14, 1/8 respectively, discuss 2D Flow velocity vector result under floor plan. Now a horizontal plane with a vertical distance of 7.5cm from the bottom of the river bed is given. The flow velocity vector diagram of the horizontal plane under each working condition with the simulation time of 80s is shown in Figure 10-13. The x and y axes represent the river flow direction and the river width direction respectively. , the unit is mm, the gray scale bar indicates the flow velocity, the darker the color, the smaller the flow velocity, the unit is mm/s, and the arrow of the streamline in the figure indicates the flow velocity direction. It can be observed that, except for the working condition of r/R=1/8, vortices can be generated in all working conditions. The vortex in front of the dam on the left bank is clockwise, the vortex in front of the dam on the right bank is counterclockwise, and the streamline at the vortex is gray-black. , indicating that the flow velocity here is small, which is conducive to the accumulation of floating objects. When the dam width is constant, with the decrease of the r/R value, the vortex radius is smaller, and the vortex position is more stable at the center of the small arc.
同时,比较各工况的2D流速矢量时间序列,发现随着r/R值的减小,漩涡维持时间明显缩短且漂浮物聚集空间大幅度减少,大圆弧在河流流向上更为凸出,对应力的承受要求更高,同时景观层次感减弱。兼顾漂浮物收集效率与漩涡效果的效益,大小圆弧比例为r8cm-R24cm和r6cm-R28cm两种工况下的弧形导漂效果优于其他两种工况,同时针对该河段流经的乡镇仍有较突出的生活垃圾倾倒问题,河道中漂浮物较多,漂浮物打捞需求大,以r8cm-R24cm的试验模型为最佳,可进行实物模型制作,并配合塑料球等模拟漂浮物以漂浮物收集率为指标优化其他细节。该实例为简单优选条件以说明,具体工程选择因结合更多的实际工程背景设置优选条件,将r/R比值向 1/3左右调整,进一步优选比例方案。At the same time, comparing the 2D flow velocity vector time series of each working condition, it is found that with the decrease of the r/R value, the vortex maintenance time is significantly shortened, the floating object gathering space is greatly reduced, and the large arc is more convex in the river flow direction. The requirements for stress tolerance are higher, and the sense of hierarchy in the landscape is weakened. Taking into account the efficiency of the collection efficiency of floating objects and the benefits of the vortex effect, the arc-shaped drift-guiding effect under the two conditions with the ratio of large and small arcs of r8cm-R24cm and r6cm-R28cm is better than the other two conditions. There are still more prominent problems of domestic garbage dumping in towns and villages. There are many floating objects in the river, and there is a large demand for salvaging the floating objects. The test model of r8cm-R24cm is the best, and the physical model can be made, and the simulated floating objects such as plastic balls can be used to Float collection rate optimized other details for metrics. This example is a simple optimal condition to illustrate. The specific engineering selection is based on setting the optimal conditions in combination with more practical engineering backgrounds, adjusting the r/R ratio to about 1/3, and further optimizing the proportional scheme.
【实施例3】[Example 3]
气泡发生组件可以是本发明中的进气管6、储气空腔7、通气立管8、出气管9和排气孔10这样分段的钢材质管道,也可以是连通为一体的软性材料管道,可以根据河道具体情况和施工的难易程度等选择所需材质。此外,出气管上等间距布设排气孔,此处的排气方式也可以再加入管道做出相应的调整,有针对性地满足快速产生大量气泡的条件,并起到抬升中低层悬浮物的作用均可。The air bubble generating component can be a steel pipe in sections such as the
【实施例4】[Example 4]
在打捞装着设计方面,本发明设置了水位监测器13,由于河心与两岸的水位不同,因此在临近岸边的小圆弧以及河道中间的大圆弧出均设置有该装置,弧度不同处,闸孔流速不同,故4个闸门3前均设置流量监测器14,监测的水位和流量信息可近似反映该段时间内上游携带来的漂浮物的多少,信号传输给接收器19以调整轮组 16的传动速度,再相应地协调垃圾收集箱20的运送处理周期,以此保证漂浮物能够被及时打捞运输处理,提升打捞的工作效率。并且,过水滤网17为网状结构,且带有一定钉刺结构,在确保能打捞到垃圾的同时减少垃圾携带的水流,减小垃圾的处理难度。In terms of the design of salvage equipment, the present invention is provided with a
上述实施例只是用于对本发明的举例和说明,而非意在将本发明限制于所描述的实施例范围内。此外本领域技术人员可以理解的是,本发明不局限于上述实施例,根据本发明教导还可以做出更多种的变型和修改,这些变型和修改均落在本发明所要求保护的范围内。The above embodiments are only used to illustrate and illustrate the present invention, and are not intended to limit the present invention to the scope of the described embodiments. In addition, those skilled in the art can understand that the present invention is not limited to the above-mentioned embodiments, and more variations and modifications can be made according to the teachings of the present invention, and these variations and modifications all fall within the scope of protection of the present invention. .
Claims (8)
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202110902011.9A CN113684791B (en) | 2021-08-06 | 2021-08-06 | An arc-shaped waterscape dam based on vortex guiding drift and its design method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202110902011.9A CN113684791B (en) | 2021-08-06 | 2021-08-06 | An arc-shaped waterscape dam based on vortex guiding drift and its design method |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN113684791A CN113684791A (en) | 2021-11-23 |
| CN113684791B true CN113684791B (en) | 2022-10-04 |
Family
ID=78579017
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202110902011.9A Active CN113684791B (en) | 2021-08-06 | 2021-08-06 | An arc-shaped waterscape dam based on vortex guiding drift and its design method |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN113684791B (en) |
Families Citing this family (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN115198712B (en) * | 2022-07-15 | 2023-06-09 | 河海大学 | A Landscape Ecological Coupling System Based on Adaptive Adjustment of River and Lake Water Surface and Its Operation Method |
Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104652387A (en) * | 2013-11-22 | 2015-05-27 | 中国石油天然气股份有限公司 | Emergency treatment methods for oil recovery on water |
| CN107700434A (en) * | 2017-08-15 | 2018-02-16 | 甘肃建筑职业技术学院 | A kind of dome grating formula armored concrete mud-rock flow blocking dam and its construction process |
| CN108978578A (en) * | 2018-09-06 | 2018-12-11 | 新疆维吾尔自治区交通规划勘察设计研究院 | A kind of control method of Highway in front of the mountains and training dyke based on shunting beam flow theory |
| CN110541408A (en) * | 2019-08-22 | 2019-12-06 | 山东农业大学 | A corrugated stepped river channel overflow weir |
| CN112049082A (en) * | 2020-08-26 | 2020-12-08 | 王俊丹 | Retaining dam capable of automatically cleaning floating objects |
| CN212533968U (en) * | 2020-05-25 | 2021-02-12 | 中国电建集团中南勘测设计研究院有限公司 | Drop ecological landscape dam |
| CN213805270U (en) * | 2020-10-27 | 2021-07-27 | 中水北方勘测设计研究有限责任公司 | Prevent that river course from cutting step energy dissipation second grade dam that permeates water of many curved arches that destroys under |
-
2021
- 2021-08-06 CN CN202110902011.9A patent/CN113684791B/en active Active
Patent Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104652387A (en) * | 2013-11-22 | 2015-05-27 | 中国石油天然气股份有限公司 | Emergency treatment methods for oil recovery on water |
| CN107700434A (en) * | 2017-08-15 | 2018-02-16 | 甘肃建筑职业技术学院 | A kind of dome grating formula armored concrete mud-rock flow blocking dam and its construction process |
| CN108978578A (en) * | 2018-09-06 | 2018-12-11 | 新疆维吾尔自治区交通规划勘察设计研究院 | A kind of control method of Highway in front of the mountains and training dyke based on shunting beam flow theory |
| CN110541408A (en) * | 2019-08-22 | 2019-12-06 | 山东农业大学 | A corrugated stepped river channel overflow weir |
| CN212533968U (en) * | 2020-05-25 | 2021-02-12 | 中国电建集团中南勘测设计研究院有限公司 | Drop ecological landscape dam |
| CN112049082A (en) * | 2020-08-26 | 2020-12-08 | 王俊丹 | Retaining dam capable of automatically cleaning floating objects |
| CN213805270U (en) * | 2020-10-27 | 2021-07-27 | 中水北方勘测设计研究有限责任公司 | Prevent that river course from cutting step energy dissipation second grade dam that permeates water of many curved arches that destroys under |
Also Published As
| Publication number | Publication date |
|---|---|
| CN113684791A (en) | 2021-11-23 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN108570973B (en) | A trough-type fish-collecting antechamber adapting to different water depths and amplitudes of high-head dams | |
| CN206495182U (en) | Excessive formula water environment treatment system in a kind of single river channel | |
| CN109580168B (en) | A wave-current strong coupling simulation test pool and its test method | |
| CN103628447B (en) | It is a kind of that so that arc ecology training dyke is feature, exit of a lake front damming processes system | |
| CN103741642B (en) | River course littoral zone water demand for natural service in dry season regulation device and method under dam | |
| CN109736255B (en) | Fish lifting machine device for collecting fish by utilizing tail water of hydropower station and fish collecting method thereof | |
| CN109912036B (en) | A river floating garbage collection and water purification system | |
| CN113684791B (en) | An arc-shaped waterscape dam based on vortex guiding drift and its design method | |
| CN207525045U (en) | A kind of riverbank formula percolating device with water remediation | |
| CN114263152B (en) | Embedded fish system of crossing in mobilizable bank slope of import | |
| CN107651751A (en) | A kind of riverbank formula filtration system and method with water remediation function | |
| CN209636716U (en) | A movable river bank fish collection tank device | |
| CN108824397A (en) | A kind of river floating refuse collector | |
| CN117952388B (en) | A joint optimization dispatching method for river network live sluice stations based on minimum ecological flow velocity | |
| CN220352758U (en) | Portable siphon type fishway device | |
| US20240262729A1 (en) | Method and device for rural wastewater recycling | |
| CN209429072U (en) | Fish pass inlet device and the fish pass makeup of the imports | |
| CN107265613A (en) | A kind of old countries water body chinampa | |
| CN110697973A (en) | Sewage draining port water treatment equipment for urban drainage pipeline | |
| CN216039036U (en) | Intelligent total-station rainwater collecting, purifying and recycling device | |
| CN205636629U (en) | Tidal bore process simulation device based on many pump variable frequency speed governing | |
| CN117252357A (en) | Water environment treatment method for weak-flow polluted city lake | |
| CN110965519B (en) | A method to solve the poor flow of water in urban agglomerations | |
| CN108147618A (en) | A kind of unpowered riverfront Ecology keeps cleaning treatment system | |
| CN110952496B (en) | Urban water flow ecological guide control and diversion system |
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 |
