CN113684791B - Arc-shaped waterscape dam based on vortex floating guide and design method thereof - Google Patents
Arc-shaped waterscape dam based on vortex floating guide and design method thereof 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
- shaped
- dam 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.)
- Active
Links
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
The invention discloses an arc-shaped waterscape dam based on vortex floating guide, which comprises an arc-shaped dam body and a garbage fishing device, wherein the arc-shaped dam body is provided with a plurality of grooves; the arc dam comprises a large arc dam body arranged in the middle and small arc dam bodies symmetrically arranged on two sides of the large arc dam body, the small arc dam bodies are tangent to the large arc dam body, side walls are arranged on two sides of each small arc dam body, the open ends of the small arc dam bodies are arranged towards the upstream, floating object collecting regions are arranged at positions, close to the dam bodies, of the left bank and the right bank, and a garbage salvaging device is arranged in the floating object collecting regions. The waterscape dam generates vortexes in a region close to the dam by means of the arc streamline, floating objects are guided to flow to collecting regions on two sides, suspended garbage in a water body below the water surface can be lifted to the water surface by the bubbles generated by the air outlet pipe, the garbage on the middle and lower layers is reduced to flow into a downstream river channel through the bottom hole, and the generated bubbles increase the dissolved oxygen amount to the aeration of the water body, so that the growth of aquatic animals and plants is facilitated, and the treatment of black and odorous water bodies is facilitated.
Description
Technical Field
The invention belongs to the technical field of small and medium river channel waterscape hydraulic engineering, and particularly relates to an arc waterscape dam based on vortex drift guidance and a design method thereof.
Background
Along with global climate change, the frequent extreme weather problem is increasingly prominent in all regions of China, and for small and medium-sized rivers flowing through villages in cities and towns, annual runoff changes obviously, and the medium and small-sized rivers have alternate changes in rich and dry seasons, so that the water for people to live and the ecological landscape maintenance of the river are not facilitated.
The river-blocking dam can realize the regulating effect of flood-cutting and withering-supplementing for the runoff of the medium and small river channels by blocking the water flow and utilizing a gate or other switch structures. In the operation process of the barrage, a large amount of floating objects including domestic garbage, algae, water plants, patrinia scabiosaefolia link and the like are easy to gather. River course floater not only covers the river surface to influence the river course landscape, worsens the water body, causes fish oxygen deficiency, but also can cause adverse effect to the river course flood discharge ability, water supply, power generation and the like.
The existing floater treatment of the small and medium river channel barrage mainly utilizes a filter screen or a trash barrier to block the floater, needs secondary manual cleaning, and is not beneficial to the flow of water flow and the collection of floaters. In addition, because the floater is comparatively dispersed, salvage efficiency is lower. At present, more and more automatic floater salvaging modes are tried, and various floater salvaging devices are applied, including a floater fixing salvaging machine, a salvaging ship, a movable salvaging rod, a salvaging conveyor belt and the like. The application is at most a fixed fishing machine and a fishing conveyer belt device which are low in cost and convenient to maintain, but most of barrages are straight, and floaters can only be locally fished. Therefore, the problem of low efficiency operation of the fishing device and the dispersion degree of the floating objects are not matched exists.
Chinese utility model patent with publication number CN205557464U discloses "can decontaminate type intelligence flood control dam", it improves the ability of going flood through settling the transmission filter screen before the floodgate and in order to clear away the floater, but this kind of transmission filter screen is difficult to arrange on a large scale on whole dam width direction, salvages the clearance effect and is limited. For example, chinese utility model patent publication No. CN211773498U discloses "a floating object salvaging apparatus for urban landscape water improvement", which can continuously and effectively collect and salvage floating garbage, and even though the salvaging range can be adjusted according to the water surface width, it spans the whole river course for salvaging, especially in urban areas, is not conducive to maintenance and ecological landscape beautification, and is difficult to use in large areas.
Disclosure of Invention
Aiming at the problems, the invention provides an arc-shaped waterscape dam based on vortex float guiding and a design method thereof. When realizing the retaining of transferring floodwaters, directional guide floater removes in the both sides circular arc, cooperates fixed automatic fishing device, realizes intelligent continuity of operation to the problem of barrage ecological landscape function disappearance in solving above-mentioned background.
In order to achieve the purpose, the invention provides the following scheme:
an arc-shaped waterscape dam based on vortex floating guide comprises an arc-shaped dam body and a garbage fishing device;
the arc dam comprises a large arc dam body arranged at the middle part and small arc dam bodies symmetrically arranged on two sides of the large arc dam body, the small arc dam bodies are tangent to the large arc dam body, side walls are arranged on two sides of each small arc dam body, the open end of each small arc dam body is arranged towards the upstream, the position, close to the dam body, of the left bank and the right bank is a floating object collecting region, and a garbage fishing device is arranged in the floating object collecting region.
Further, the radius ratio of the small arc dam body to the large arc dam body is more than 1/8 and not more than 1/2 and more than 1/8.
Further, a plurality of bottom holes are formed in the large circular arc dam body, the opening and closing of the bottom holes are controlled through a spiral lifting gate, bubble generators are arranged on the periphery of the bottom holes, the bubble generators are connected with an air pump along the joint of large and small circular arc arcs by pipelines surrounding the edge of the bottom holes, the air pump is connected with the air pump through the top of the dam, water level monitors are arranged at the near shore positions and the middle parts of the left side and the right side of the arc waterscape dam, flow monitors are arranged in front of the gate, and the water level monitors and the flow monitors are connected with sensors.
Further, the garbage fishing device comprises a wheel shaft and a water passing filter screen conveyor belt, the wheel shaft and the water passing filter screen conveyor belt form a certain inclination angle with the horizontal plane, the bottom end of the conveyor belt submerges below the water surface of the collecting region, the top end of the conveyor belt is externally connected with a motor driving device, and a garbage collecting box is arranged under the conveyor belt.
Furthermore, the bubble generator specifically comprises an air inlet pipe, an air storage cavity, a ventilation vertical pipe, an air outlet pipe, a through hole and an exhaust hole, wherein the air outlet pipe is positioned under the bottom hole, the left end and the right end of the air outlet pipe are connected with the ventilation vertical pipe, air is discharged from the uniform exhaust hole to float up to the water surface after being transmitted by the through hole, the ventilation vertical pipe is abutted against the joint of two circular arcs of the barrage dam and is directly communicated with the air storage cavity arranged at the top of the dam, and the air storage cavity can be ventilated through an air pump externally connected with a bank through the air inlet pipe.
Furthermore, the water level monitors arranged at the river edge and the river center and the flow monitors arranged in front of the gate are fixed at the upstream face of the dam body in the large circular arc.
Furthermore, the garbage salvaging device adjusts the work period according to the water level and flow information sent by the sensor, the conveying time of the garbage collecting box is correspondingly adjusted, and the surface of the conveyor belt is provided with a water passing filter screen with a spiked protruding structure so as to reduce the water content doped in the garbage and hook-grabbing floating objects.
Furthermore, landscaping fountain nozzles are arranged at the top of the large arc dam of the arc waterscape dam at equal intervals, a converter is arranged in each fountain nozzle and is used for directionally spraying towards the downstream, and different fountain landscapes can be constructed by changing the spraying mode according to the flow.
Furthermore, the fountain spray head is connected with a corresponding water pumping system, fountain lamps are distributed around the fountain spray head, and the fountain lamps are matched with the bottom holes to symmetrically discharge water.
The invention also provides a method for designing the arc-shaped waterscape dam based on the vortex drift guide, which comprises the following specific steps:
s1, surveying engineering conditions of engineering site selection, including boundary conditions and initial conditions of river depth, flow velocity and river width
S2, scaling and adjusting the diameter proportion and the circumferential angle of the circular arc by using drawing software in an equal proportion to manufacture a corresponding series of test models;
s3, simulating a vortex drifting guiding condition possibly generated in a general flow velocity range of the river by using a fluid model according to the river flow state by using fluid mechanics simulation software under the condition of determining a boundary, observing the flow velocity vector directions of an upstream dam-approaching region and a floater collecting region, and analyzing the generated vortex size, vortex duration and stable position;
and S4, optimizing the final dam body streamline design scheme according to the simulation result by combining the concrete conditions of the engineering to manufacture a physical model for experimental simulation, and determining the final dam type scheme according to the experimental result.
Compared with the prior art, the invention has the beneficial effects that: according to the river blocking dam, the dam body flow line is designed by applying fluid mechanics knowledge, the arc-shaped structure is applied to guide water flow and generate vortexes in a reasonable range, and therefore river surface floaters are guided to the collecting and salvaging positions on two sides of the river blocking dam, the problem that the river surface floaters are dispersed and are not easy to salvage is effectively solved, salvage time is saved by directional drift guiding, and salvage efficiency is improved. In addition, can cooperate the further water conservancy diversion river course floater of arc dam body with the installation of bubble subassembly, under the effect of air pump, the air at first reaches air storage cavity one side through the intake pipe, the riser of ventilating is entered into after the adjustment of air storage cavity and reachs the outlet duct through the through-hole, via exhaust hole gassing, the suspension pollutant in the pipeline production can effectively be lifted in the river course to the bubble, make the suspension catch up to the river course surface and to the gathering of salvage department at the rubbish at the middle part, when the gate is opened, also can prevent the rubbish under the water surface to rush to the low reaches to a considerable extent. Meanwhile, the bubble assembly can promote the mobility of the water body, increase the content of dissolved oxygen, and continuously aerate to further reduce the reproduction of anaerobic microorganisms, thereby being beneficial to the growth of aquatic animals and plants in the water body and effectively inhibiting the generation of black and odorous water body. In winter, the bubble can also solve the problem that the water body freezes and can not flow. The device can build a spectacular fountain waterscape while meeting the basic requirements of flood cutting and withering compensation of small and medium river channels by adding parts such as a fountain, and provide support for the tourism industry, thereby being dedicated to building a man-made ecological water bank. Therefore, the device has good application prospect.
Drawings
FIG. 1 is an isometric view of an arcuate dam of the present invention;
FIG. 2 is an enlarged view of FIG. 1 at A;
fig. 3 is an enlarged view of fig. 1 at B.
FIG. 4 is a front view of an arc-shaped dam according to the present invention;
fig. 5 is a top view of an arc-shaped waterscape dam according to the present invention;
FIG. 6 is a cross-sectional view taken along line C-C of FIG. 5;
FIG. 7 is an enlarged view taken at D in FIG. 6;
FIG. 8 is a sectional view taken along line E-E in FIG. 5;
FIG. 9 is a sectional view taken along line F-F in FIG. 5;
FIG. 10 is a vector diagram of the flow velocity at the horizontal plane at R10cm to R20cm in example 2 of the present invention;
FIG. 11 is a vector diagram of the flow velocity at a horizontal plane R8cm to R24cm in example 2 of the present invention;
FIG. 12 is a vector diagram of the flow velocity at the R6cm-R28cm horizontal plane in example 2 of the present invention;
FIG. 13 is a vector diagram of the flow velocity at the R4cm-R32cm horizontal plane in example 2 of the present invention;
in the figure: 1. the dam comprises a dam body, 2 bottom holes, 3 gates, 4 large arc dam bodies, 5 small arc dam bodies, 6 air inlet pipes, 7 air storage cavities, 8 ventilating vertical pipes, 9 air outlet pipes, 10 exhaust holes, 11 air outlet cavities, 12 through holes, 13 water level monitors, 14 flow monitors, 15 fountain spray heads, 16 wheel sets, 17 water passing filter screens, 18 motor driving devices, 19 receivers, 20 garbage collecting boxes and 21 side walls.
Detailed Description
The technical solution and the embodiments of the present invention will be clearly and completely described below with reference to the accompanying drawings.
[ example 1 ]
The technical solutions in the embodiments of the present invention will be clearly and completely described below with reference to the drawings in the embodiments of the present invention, and the following embodiments are only preferred embodiments of the present invention, rather than all embodiments.
Referring to fig. 1, 4, 5 and 9, an arc waterscape dam for guiding, floating and collecting floating objects comprises an arc dam body 1, a bottom hole 2 and a gate 3, wherein the arc dam body 1 consists of an arc dam body 4 and a small arc dam body 5, the middle lower part of the arc dam body 4 is provided with 4 rectangular bottom holes 2, the opening and closing of the bottom hole 2 are controlled through the gate 3, the opening degree of the gate 3 is adjustable, a parallel arc-shaped air inlet pipe 6 is arranged on the small arc dam body 5, one end in the dam of the air inlet pipe 6 is connected with an air storage cavity 7, a ventilation vertical pipe 8 is vertically arranged at the tangent position of the large and small arcs and is directly communicated with the air storage cavity 7 at the top of the dam, the structure of the ventilation vertical pipe 8 is referred to fig. 3, the other end of the ventilation vertical pipe 8 is connected with a large arc-shaped air outlet pipe 9, the air outlet pipe 9 is arranged under the front bottom hole 2 of the dam, the air outlet pipe 9 is connected with a plurality of air outlet holes 10 at equal intervals, finally, air is discharged through the air outlet holes 10 to generate air bubbles, the air outlet 9 is referred to fig. 1, the air outlet cavity 11 is arranged on the upper end surface of the air outlet pipe 9, the side wall of the air outlet hole 11 is referred to fig. 3, and the side wall of the air outlet hole 7 is referred to fig. 3.
The middle part of a small arc dam body 5 and the middle part of a large arc dam body 4 near the bank on the left side and the right side of the arc waterscape dam are provided with water level monitors 13, flow monitors 14 are arranged in front of a gate 3 on a bottom hole 2, and referring to fig. 1, 4 and 8, landscaping fountain nozzles 15 are arranged on the top of the large arc dam body 4 at equal intervals, referring to fig. 5, the positions of the left bank and the right bank on the upstream of the arc waterscape dam, which are close to the dam body, are floating object collecting regions, and a garbage salvaging device is arranged and connected with a side wall 21 and comprises a wheel set 16, a water passing filter screen 17, a motor driving device 18 and a receiver 19, the surface of a conveyor belt is the water passing filter screen 17, the conveyor belt wheel set 16 is externally connected with the motor driving device 18, the motor driving device side device receiver 19, and a garbage collecting box 20 is arranged under the top of the water passing filter screen of the conveyor belt, and the structure can be referred to fig. 2. The gate 2, the water level monitor 13, the flow monitor 14, the fountain head 15, the wheel set 16, the motor drive 18 and the receiver 19 are all electrically connected.
When the invention works, the opening of the gate 3 is adjusted, upstream incoming water flows to downstream through the bottom hole 2, so that certain fluidity of the water body can be ensured, the floating objects at the upstream are carried to a certain distance in front of the dam body 1 by water flow, under the flow guiding effect generated by the circular arc streamline of the dam body 1 consisting of the large circular arc 4 and the small circular arc 5, the floating objects are guided to a floating object detention area close to the middle part of the small circular arc 5 at two banks, the suspended objects at the middle and lower layers below the water surface can also come to the dam along with the water flow, air can enter the air inlet pipe 6 in a mode of externally connecting an air pump and the like, the air inlet pipe 6 is directly communicated with the air storage cavity 7, the air storage cavity 7 can adjust the air inlet speed and the uniformity, then the air enters the ventilation vertical pipe 8 from the other end of the air storage cavity 7, the ventilation vertical pipe 8 is adjusted by the through hole 12 and then reaches the air outlet cavity 11 of the air outlet pipe 9, and finally is discharged by the air outlet hole 10, so that air bubbles are generated, the bubbles can migrate the suspended objects at the middle and lower layers to the water surface of the water surface and float along an arc guide, so that the suspended objects at the bottom layer can be better avoided from flushing to the downstream through the bottom hole 2, meanwhile, the dissolved oxygen content of the water body of the water channel can be improved, and the fluidity of the water body can be increased. When the floaters are gradually gathered in the circle center area of the small arc 5, under the real-time monitoring of the water level monitor 13 and the flow monitor 14, a collection control command sent out after intelligent automatic analysis of water level and flow data can be received by a receiver 19 on a motor driving device 18, a transmission speed of the water passing filter screen 17 which is coordinated with the water regime can be adjusted by a conveyor belt with the bottom end submerged below the water surface, the water carried by the floaters can be reduced by the water passing filter screen 17, and finally the floaters enter a garbage collection box 20 through a conveyor belt fixing device. Related water passing systems can be controlled according to needs, and fountain nozzles 15 on the tops of the great arcs 4 and the dam are used for generating fountains with different shapes, so that a waterscape is built.
[ example 2 ]
The embodiment provides a method for designing an arc-shaped waterscape dam based on vortex drift guidance, which comprises the following specific steps:
s1, surveying engineering conditions of engineering site selection, including boundary conditions and initial conditions of river depth, flow velocity and river width
S2, scaling and adjusting the diameter proportion and the circumferential angle of the circular arc by using drawing software in an equal proportion to manufacture a corresponding series of test models;
s3, simulating a vortex drifting guiding condition possibly generated in a general flow velocity range of the river by using a fluid model according to the river flow state by using fluid mechanics simulation software under the condition of determining a boundary, observing the flow velocity vector directions of an upstream dam-approaching region and a floater collecting region, and analyzing the generated vortex size, vortex duration and stable position;
and S4, optimizing the final dam body streamline design scheme according to the simulation result by combining the concrete conditions of the engineering to manufacture a physical model for experimental simulation, and determining the final dam type scheme according to the experimental result.
In the step S2, drawing software such as AutoCAD and solidworks may be used, and in the step S3, fluid mechanics simulation software such as fluent and flow3D may be used.
The optimization process of the proportion of the circular arcs of the size is explained by taking a certain small and medium river channel as an example. The river flows through a certain rural area, the width of the river is 80m, the annual average river depth is 0.8m, the river is hopefully constructed by a barrage, the upstream river water is accumulated to be 1.2m to meet the ecological water for production and living of people in rural areas, and the annual average flow rate of the river is 3m/s. The river section of the engineering site selection river course is straight and smooth in topography and can be similar to an ideal straight rectangular river section. Firstly, the river channel is subjected to a test model which is reduced by 10 times in proportion and generalized into 108X 80cm, an AutoCAD three-dimensional drawing is adopted, and then a flow3D model is adopted for free liquid surface fluid simulation. The model is divided into 1cm square grids, the simulation time is set to be 100s, the turbulence model is calculated by adopting a k-epsilon equation model of RNG, the upstream boundary speed is 3cm/s, the boundary water depth is 12cm, the outlet freely flows out, the initial water depth is 12cm, the initial flow speed is 3cm/s, the proportional relation between a large arc and a small arc is adjusted under the hydrodynamic condition for simulation, and radian vortex intensity comparison can be carried out through the simulation process of 3D animation and 2D flow speed animation.
Tests prove that the radius ratio of the small arc dam body to the large arc dam body of the arc dam body is not more than 1/2 to generate a complete vortex, and four working conditions of the radius R of the small arc dam body and the radius R of the large arc dam body are preliminarily designed for the river flow: r10cm-R20cm, R8cm-R24cm, R6cm-R28cm and R4cm-R32cm, the R/R ratios are 1/2, 1/3, 3/14 and 1/8 respectively, and the flow velocity vector results in a 2D plan are discussed. A flow velocity vector diagram of a horizontal plane at a vertical distance of 7.5cm from a bottom plate of a riverbed under each working condition with a simulation time of 80s is shown in figures 10-13, x and y axes respectively represent the flow direction and the width direction of a river, the unit is mm, a gray scale clamping strip indicates the flow velocity, the deeper the color is, the smaller the flow velocity is, the unit is mm/s, and an arrow of a streamline in the figure represents the flow velocity direction. It can be observed that: except the operating mode of R/R =1/8, each operating mode homoenergetic produces the swirl, and the swirl is clockwise before the left bank dam, and the swirl is anticlockwise before the right bank dam, and swirl department streamline is grey black, shows that this position velocity of flow is less, does benefit to the floater gathering, and at dam width one timing, along with the reduction of R/R value, the swirl radius is littleer, and the swirl position is more stable in small circular arc centre of a circle department.
Meanwhile, the 2D flow velocity vector time sequences of all working conditions are compared, and the fact that along with the reduction of the R/R value, the vortex maintaining time is obviously shortened, the floating object gathering space is greatly reduced, the large circular arc protrudes upwards in the river flow, the requirement on stress bearing is higher, and meanwhile, the landscape layering sense is weakened. The method has the advantages that the efficiency of collecting floaters and the vortex effect are considered, the arc-shaped floaters guiding effect under two working conditions of R8cm-R24cm and R6cm-R28cm in the arc-shaped floaters guiding effect is superior to that under the two working conditions, the problem that the domestic garbage flowing through the villages and towns of the river reach is still outstanding is solved, the number of floaters in the river channel is large, the floaters are required to be salvaged greatly, the R8cm-R24cm test model is used as the best model, the solid model can be manufactured, and the simulated floaters such as plastic balls are matched to optimize other details by taking the floaters collecting rate as an index. The example is a simple optimization condition to illustrate, and the specific engineering selection sets the optimization condition by combining more practical engineering backgrounds, and adjusts the R/R ratio to about 1/3, and further optimizes the ratio scheme.
[ example 3 ]
The bubble generation component can be a steel pipeline which is segmented by an air inlet pipe 6, an air storage cavity 7, a ventilation stand pipe 8, an air outlet pipe 9 and an air outlet hole 10, or a flexible material pipeline which is communicated into a whole, and the required material can be selected according to the specific condition of a river channel, the difficulty degree of construction and the like. In addition, the exhaust holes are distributed on the air outlet pipe at equal intervals, and the exhaust mode can be adjusted correspondingly by adding a pipeline, so that the condition of quickly generating a large amount of bubbles can be met in a targeted manner, and the function of lifting middle and low-layer suspended matters can be realized.
[ example 4 ]
In the aspect of salvage design, the invention is provided with a water level monitor 13, because the water levels of the center of the river and two banks are different, the device is arranged at the small arc close to the bank and the large arc in the middle of the river, the radians are different, the flow velocity of the gate holes is different, a flow monitor 14 is arranged in front of 4 gates 3, the monitored water level and flow information can approximately reflect the amount of floating objects carried by the upstream in the period of time, signals are transmitted to a receiver 19 to adjust the transmission speed of a wheel set 16, and then the conveying treatment period of a garbage collection box 20 is correspondingly coordinated, so that the floating objects can be timely salvaged, transported and treated, and the salvage working efficiency is improved. Moreover, the water passing filter screen 17 is of a net structure and is provided with a certain nailing structure, so that the water flow carried by the garbage is reduced while the garbage can be salvaged, and the garbage treatment difficulty is reduced.
The foregoing examples are provided for illustration and description of the invention and are not intended to limit the invention to the described examples. Furthermore, it will be understood by those skilled in the art that the present invention is not limited to the embodiments described above, and that many variations and modifications may be made in accordance with the teachings of the present invention, all of which fall within the scope of the invention as claimed.
Claims (8)
1. The utility model provides an arc waterscape dam based on swirl is led and is floated which characterized in that: comprises an arc dam body and a garbage fishing device;
the arc-shaped dam comprises a large arc dam body arranged in the middle and small arc dam bodies symmetrically arranged on two sides of the large arc dam body, the small arc dam body is tangent to the large arc dam body, side walls are arranged on two sides of the small arc dam body, the opening end of the small arc dam body is arranged towards the upstream, floating object collecting regions are arranged at positions, close to the dam bodies, of the left bank and the right bank, and a garbage salvaging device is arranged in the floating object collecting regions; the radius ratio of the small arc dam body to the large arc dam body is more than 1/8 and not more than 1/2; the dam comprises a dam body and is characterized in that a plurality of bottom holes are formed in the dam body, opening and closing of the bottom holes are controlled through spiral lifting gates, bubble generators are arranged on the peripheries of the bottom holes, air pumps are connected to the bubble generators along the joint of large and small circular arc arcs by pipelines surrounding the edges of the bottom holes, water level monitors are arranged at the near-shore positions and the middle parts of the left and right sides of the arc waterscape dam, flow monitors are arranged in front of the gates, and the water level monitors and the flow monitors are connected with sensors.
2. The vortex float guide based arc-shaped waterscape dam according to claim 1, wherein: the garbage fishing device comprises a wheel shaft and a water passing filter screen conveyor belt, wherein the wheel shaft and the water passing filter screen conveyor belt form a certain inclination angle with the horizontal plane, the bottom end of the conveyor belt submerges below the water surface of the collecting region, the top end of the conveyor belt is externally connected with a motor driving device, and a garbage collecting box is arranged under the conveyor belt.
3. The vortex floating guide based arc-shaped waterscape dam according to claim 1, wherein: the bubble generator specifically comprises an air inlet pipe, an air storage cavity, a ventilation vertical pipe, an air outlet pipe, a through hole and an exhaust hole, wherein the air outlet pipe is positioned under the bottom hole, the left end and the right end of the air outlet pipe are connected with the ventilation vertical pipe, air is conveyed by the through hole and then is discharged by the uniform exhaust hole to float upwards, the ventilation vertical pipe abuts against the joint of two circular arcs of the barrage and is directly communicated with the air storage cavity arranged at the top of the barrage, and the air storage cavity can be ventilated by an air pump externally connected with a bank through the air inlet pipe.
4. The vortex floating guide based arc-shaped waterscape dam according to claim 1, wherein: the water level monitors arranged at the river edge and the river center and the flow monitors arranged in front of the gate are fixed at the upstream face of the dam body in the form of an orthodrome.
5. The vortex floating guide based arc-shaped waterscape dam according to claim 2, wherein: the garbage salvaging device adjusts the working period according to the water level and flow information sent by the sensor, the conveying time of the garbage collecting box is correspondingly adjusted, and the surface of the conveyor belt is provided with a water passing filter screen with a nail-stabbing protruding structure so as to reduce the water content doped in the garbage and hook-grabbing floaters.
6. The vortex floating guide based arc-shaped waterscape dam according to claim 1, wherein: the arc-shaped waterscape dam is characterized in that landscaping fountain nozzles are arranged at the top of the large arc-shaped dam at equal intervals, a converter is arranged in each fountain nozzle, the fountain nozzles are directionally sprayed to the downstream, and different fountain landscapes can be constructed by changing the spraying mode according to the flow.
7. The vortex float guide based arc-shaped waterscape dam according to claim 6, wherein: the fountain spray head is connected with a corresponding water pumping system, fountain lamps are distributed around the fountain spray head, and the fountain lamps are matched with the bottom holes to symmetrically discharge water.
8. The method for designing the arc-shaped waterscape dam based on the vortex drifting according to any one of claims 1 to 7, which is characterized by comprising the following specific steps:
s1, surveying engineering conditions of engineering site selection, including boundary conditions and initial conditions of river water depth, flow velocity and river width;
s2, scaling and adjusting the diameter proportion and the circumferential angle of the circular arc by using drawing software in an equal proportion to manufacture a corresponding series of test models;
s3, simulating a vortex drifting condition possibly generated in a general flow velocity range of the river by using a fluid model according to the flow state of the river by using fluid mechanics simulation software under the condition of determining a boundary, observing the flow velocity vector directions of an upstream dam-approaching region and a floater collecting region, and analyzing the generated vortex size, vortex duration and stable position;
and S4, determining a final dam body streamline design scheme according to the simulation result by combining the concrete conditions of the engineering to manufacture a physical model for experimental simulation, and determining a final dam type scheme according to the experimental result.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN202110902011.9A CN113684791B (en) | 2021-08-06 | 2021-08-06 | Arc-shaped waterscape dam based on vortex floating guide and design method thereof |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN202110902011.9A CN113684791B (en) | 2021-08-06 | 2021-08-06 | Arc-shaped waterscape dam based on vortex floating guide and design method thereof |
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 | Arc-shaped waterscape dam based on vortex floating guide and design method thereof |
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 | Landscape ecological coupling system based on river and lake water surface self-adaptive adjustment and 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 | Water oil recovery emergency disposal method |
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 | wavy step type 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 | Water oil recovery emergency disposal method |
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 | wavy step type 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 |
---|---|---|
Zhu et al. | Numerical simulation of hydraulic optimization for regulating tank in pumping station | |
CN108570973B (en) | Groove type fish collecting front chamber suitable for different water depth amplitude of high-water-head dam | |
CN115618651B (en) | Physical simulation method for research on water intake entrainment effect of offshore power plant | |
CN113684791B (en) | Arc-shaped waterscape dam based on vortex floating guide and design method thereof | |
CN113763204A (en) | Method for evaluating water environment improvement effect of river network water regulation engineering in plain area under multi-objective optimization | |
CN209523161U (en) | A kind of ecology broken end creek flow-guiding structure | |
CN117952388A (en) | River network living sluice station joint optimization scheduling method based on minimum ecological flow velocity | |
CN106759167A (en) | A kind of imitative nature fish pass of narrow deep type for adapting to multiple target population | |
CN112144470B (en) | Movable permeable pile spur dike and operation method | |
CN109912036B (en) | River course floating garbage collection and water purification system | |
CN110442997B (en) | Estuary water area range defining method for guiding estuary habitat improvement engineering | |
CN208501611U (en) | A kind of device for realizing beheaded river one-way flow using tide | |
CN217921639U (en) | CABR biological bed | |
CN115983573A (en) | Internal circulation method and equipment for hydrodynamic regulation of X-shaped river network | |
CN202522430U (en) | Experimental model for tunnel rainwater collection | |
CN114263152A (en) | Embedded fish system of crossing in mobilizable bank slope of import | |
CN110965519B (en) | Method for solving unsmooth flow of urban mass water body | |
CN209429072U (en) | Fish pass inlet device and the fish pass makeup of the imports | |
CN211340713U (en) | Fish device is crossed to formula buoyancy behind dam | |
KR20070093225A (en) | Water-power generating method and apparatus | |
CN112858055A (en) | Intelligent test model and method for measuring anti-scouring performance of honeycomb restraint system | |
CN206706703U (en) | A kind of narrow deep type for adapting to multiple target population imitates nature fish pass | |
CN221118432U (en) | Combined structure for arranging fishway by utilizing ship lock side piers | |
CN110952496B (en) | Urban water flow ecological guide control and diversion system | |
CN114934495B (en) | River channel algae control system based on ship lock water conservancy junction and rectification analysis method |
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 |