CN205000683U - Water hole formula morning and evening tides generating device - Google Patents
Water hole formula morning and evening tides generating device Download PDFInfo
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- CN205000683U CN205000683U CN201520757157.9U CN201520757157U CN205000683U CN 205000683 U CN205000683 U CN 205000683U CN 201520757157 U CN201520757157 U CN 201520757157U CN 205000683 U CN205000683 U CN 205000683U
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- water hole
- river course
- generating means
- storage tank
- tide generating
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Abstract
The utility model provides a water hole formula morning and evening tides generating device, set up in the corner in drift river course (4), water hole formula morning and evening tides generating device includes that power computer lab (1) and the bottom of lower floor is higher than storage water tank (2) on the upper strata of the river face of drift river course (4), bottom discharge mouth (3) of storage water tank (2) with drift river course (4) are connected through drainage (5), intake (7) of storage water tank (2) with drift river course (4) bottom UNICOM. The utility model discloses an above -mentioned water hole formula morning and evening tides generating device can be used to to carry out the manual work in the drift river project of boat paradise and makes the wave, and the in -process that drains possesses strong sight, and rivers can form the wave after the drift river is joind with the drift river simultaneously, have increased the interactive of project and interest.
Description
Technical field
The utility model relates to a kind ofly makes unrestrained device, especially a kind of water hole formula tide generating means for boat paradise.
Background technology
Along with the raising of China's national life level, increasing people participate in tourism and item of recreation.For attracting more visitor and promoting the interactive and ornamental of product of travelling, recreation facility producer constantly puts out a new product.There is no in the drift river project of boat paradise and can make unrestrained device for practical boat paradise, be therefore necessary to provide a kind of tide generating means, to improve the interactive of project and interest.
Utility model content
The technical problems to be solved in the utility model is to provide a kind of water hole formula tide generating means, to reduce or to avoid problem noted earlier.
For solving the problems of the technologies described above, the utility model proposes a kind of water hole formula tide generating means, be arranged at the corner of Rafting river course, wherein, described water hole formula tide generating means comprises the power machine room of lower floor and the bottom storage tank higher than the upper strata in the river face of described Rafting river course; The bottom discharge mouth of described storage tank is connected by drain with described Rafting river course; UNICOM bottom the intake of described storage tank and described Rafting river course.
Preferably, described intake is connected to the water intaking pond on described power machine room limit by the road, underground river that is positioned at bottom described Rafting river course, is provided with a mixed-flow pump in described power machine room, and the intake of described mixed-flow pump is arranged on the sidewall in described water intaking pond.
Preferably, be provided with further in described storage tank for the plane steel gate of outfall described in shutoff and the hydraulic cylinder for opening described plane steel gate.
Preferably, the top of described plane steel gate is connected with counter weight device by stainless steel wire rope, and described plane steel gate is by the limiting it and move both vertically of rail set being positioned at its both sides.
Preferably, the level sensor of the water surface elevation measuring described storage tank is provided with in described storage tank further.
Preferably, the corner tangential of described drain length direction and described Rafting river course.
Preferably, the end of described drain arranges stainless steel security fence.
Preferably, the intake capping of described storage tank has leaf grating for down pipe.
Preferably, the bottom of described storage tank is higher than 3 meters, the river face of described Rafting river course, and described drain becomes 10 ~ 15 degree of angles with the river face of described Rafting river course.
Preferably, be 0.3m/s with the water velocity of the described Rafting river course at the described intake place of the bottom UNICOM of described Rafting river course.
Above-mentioned water hole of the present utility model formula tide generating means can be used for carrying out man wave in the drift river project of boat paradise, strong sight is possessed in the process that discharges water, simultaneously water flows to after drift river and drift river converge and can form wave, adds the interactive of project and interest.
Accompanying drawing explanation
The following drawings is only intended to schematically illustrate the utility model and explain, does not limit scope of the present utility model.Wherein,
Fig. 1 display be the layout plan of water hole formula tide generating means according to a specific embodiment of the present utility model;
Fig. 2 display be the A-A sectional drawing of the formula tide generating means of water hole shown in Fig. 1;
What Fig. 3 showed is that the B of the formula tide generating means of water hole shown in Fig. 1 is to elevation;
Fig. 4 display be the equipment room floor layout plan of the water hole formula tide generating means of water hole formula tide generating means according to another specific embodiment of the present utility model;
Fig. 5 display be the C-C sectional drawing of the formula tide generating means of water hole shown in Fig. 4.
Detailed description of the invention
In order to there be understanding clearly to technical characteristic of the present utility model, object and effect, now contrast accompanying drawing and detailed description of the invention of the present utility model is described.Wherein, identical parts adopt identical label.
The utility model provide a kind of newly make unrestrained device, especially a kind of water hole formula tide generating means for boat paradise, for improve boat paradise drift river project in discharge water the sight of process, increase the interactive and interest of project.
Concrete as Figure 1-5, wherein, Fig. 1 display be the layout plan of water hole formula tide generating means according to a specific embodiment of the present utility model; Fig. 2 display be the A-A sectional drawing of the formula tide generating means of water hole shown in Fig. 1; What Fig. 3 showed is that the B of the formula tide generating means of water hole shown in Fig. 1 is to elevation; Fig. 4 display be the equipment room floor layout plan of the water hole formula tide generating means of water hole formula tide generating means according to another specific embodiment of the present utility model; Fig. 5 display be the C-C sectional drawing of the formula tide generating means of water hole shown in Fig. 4.
As figure, water hole of the present utility model formula tide generating means is arranged at the corner of Rafting river course 4, and wherein, described water hole formula tide generating means comprises the power machine room 1 of lower floor and the bottom storage tank 2 higher than the upper strata in the river face of Rafting river course 4; The bottom discharge mouth 3 of storage tank 2 is connected by drain 5 with Rafting river course 4; UNICOM bottom the intake 7 of storage tank 2 and Rafting river course 4.
In a specific embodiment, intake 7 is connected to the water intaking pond 9 on power machine room 1 limit by the road, underground river 8 that is positioned at bottom Rafting river course 4, is provided with a mixed-flow pump 10 in power machine room 1, and the intake of mixed-flow pump 10 is arranged on the sidewall in water intaking pond 9.In addition, be provided with further in storage tank 2 for the plane steel gate 13 of outfall described in shutoff 3 and the hydraulic cylinder 12 for opening plane steel gate 13.Further, the top of plane steel gate 13 is connected with counter weight device 14 by stainless steel wire rope 16, and plane steel gate 13 is by the limiting it and move both vertically of rail set 15 being positioned at its both sides.In another specific embodiment, in storage tank 2, be provided with the level sensor (not shown) of the water surface elevation measuring storage tank 2 further.
Preferably, the corner tangential of drain 5 length direction and Rafting river course 4.The end of drain 5 arranges stainless steel security fence 6.Intake 7 capping of storage tank 2 has leaf grating for down pipe.The bottom of storage tank 2 is higher than 3 meters, the river face of Rafting river course 4, and drain 5 becomes 10 ~ 15 degree of angles with the river face of Rafting river course 4.Be 0.3m/s with the water velocity of the Rafting river course 4 at intake 7 place of the bottom UNICOM of described Rafting river course 4.
Further illustrate layout of the present utility model and the method for operation with reference to the accompanying drawings.As figure, water hole of the present utility model formula tide generating means is usually placed in the corner of the Rafting river course 4 of boat paradise, its agent structure is concrete structure, comprise the power machine room 1 of lower floor and the storage tank 2 on upper strata, the bottom of storage tank 2 is higher than 3 meters, the river face of Rafting river course 4, and the bottom discharge mouth 3 of storage tank 2 is connected with the drain 5 of Rafting river course 4 by concrete structure.Drain 5 length direction and corner, drift river tangential, the end of drain 5 arranges stainless steel security fence 6, intercepts the visitor in Rafting river course.
Of the present utility modelly make unrestrained water source and take from Rafting river course, the bottom of Rafting river course 4 is provided with intake 7, and intake 7 capping has leaf grating for down pipe, and intake 7 is connected to the water intaking pond 9 on machine room limit by road, a underground river 8.The intake of mixed-flow pump 10 is fetched water on the sidewall in pond 9 on machine room limit.Bottom Rafting river course 4, intake 7 place flow control is at 0.3m/s, and the control of flow velocity determines according to the flow of mixed-flow pump 10 and effective water flowing area of intake 7.
Mixed-flow pump 10, Water pressure station 11, electrical control cubicles are arranged in lower floor's power machine room 1, and hydraulic cylinder 12, plane steel gate 13, counter weight device 14, rail set 15, liquid level sensor are arranged in upper strata storage tank 2, and plane steel gate 13 shutoff is at outfall 3 place.
When after Rafting river course water filling, because water intaking pond, machine room limit 9 is by intake 7 UNICOM bottom road, underground river 8 and Rafting river course 4, so pond 9 of fetching water in machine room limit is in water stored state and water level is identical with the water level of Rafting river course 4.When mixed-flow pump 10 electric after, water extraction in water intaking pond 9 is raised in storage tank 2 by mixed-flow pump 10, when the water level in storage tank 2 reaches the height of needs by level sensor measurement, then Water pressure station 11 is powered, the piston rod of hydraulic cylinder 12 is driven to stretch out, hydraulic cylinder 12 piston rod promotes plane steel gate 13 and rises, thus the outfall 3 bottom storage tank 2 is unlocked, water in storage tank 2 just pours into drain 5 by outfall 3, current along with the slope current of drain 5 is to Rafting river course 4, formation wave after converging with the water in Rafting river course 4.The size of wave is decided by the hoisting depth of plane steel gate 13 and the aperture of outfall 3, makes the summation that the wave cycle is plane steel gate 13 opening/closing time and dead time.When making unrestrained end cycle for one, Water pressure station 11 drives hydraulic cylinder 12 piston rod to retract, plane steel gate 13 is pulled to decline, until whole outfall 3 is tight by plane steel gate 13 shutoff, current now in storage tank 2 are blocked by plane steel gate 13, the current of drain 5 stop, and terminate to make wave in Rafting river course.Whole drainage procedure exceeds Rafting river course water surface 3m due to outfall 3, and form the sensation that Freshets roar down from the mountains, sight is very strong.Simultaneously for the purpose of the safety of visitor, stainless steel security fence 6 is set at the end of drain, intercepts visitor and enter in drain.Plane steel gate 13 and counter weight device 14 move both vertically in the limited field of rail set 15, for improving plane steel gate 13 traveling comfort, engaging lug is provided with at plane steel gate 13 top, be connected with counter weight device 14 by stainless steel wire rope 16, decrease the shaking volume of plane steel gate 13 in running, also can reduce the thrust of hydraulic cylinder 12.
In sum, above-mentioned water hole of the present utility model formula tide generating means can be used for carrying out man wave in the drift river project of boat paradise, strong sight is possessed in the process that discharges water, simultaneously water flows to after drift river and drift river converge and can form wave, adds the interactive of project and interest.
Although it will be appreciated by those skilled in the art that the utility model is described according to the mode of multiple embodiment, not each embodiment only comprises an independently technical scheme.So describe in manual be only used to clear for the purpose of; manual should integrally be understood by those skilled in the art, and regards technical scheme involved in each embodiment as the mode that mutually can be combined into different embodiment to understand protection domain of the present utility model.
Claims (10)
1. a water hole formula tide generating means, be arranged at the corner of Rafting river course (4), it is characterized in that, described water hole formula tide generating means comprises the power machine room (1) of lower floor and the bottom storage tank (2) higher than the upper strata in the river face of described Rafting river course (4); The bottom discharge mouth (3) of described storage tank (2) is connected by drain (5) with described Rafting river course (4); Intake (7) and described Rafting river course (4) the bottom UNICOM of described storage tank (2).
2. water hole as claimed in claim 1 formula tide generating means, it is characterized in that, described intake (7) is connected to the water intaking pond (9) on described power machine room (1) limit by the road, underground river (8) that is positioned at bottom described Rafting river course (4), be provided with a mixed-flow pump (10) in described power machine room (1), the intake of described mixed-flow pump (10) is arranged on the sidewall of described water intaking pond (9).
3. water hole as claimed in claim 2 formula tide generating means, it is characterized in that, being provided with further in described storage tank (2) for the plane steel gate (13) of outfall described in shutoff (3) and the hydraulic cylinder (12) for opening described plane steel gate (13).
4. water hole as claimed in claim 3 formula tide generating means, it is characterized in that, the top of described plane steel gate (13) is connected with counter weight device (14) by stainless steel wire rope (16), and described plane steel gate (13) is by the limiting it and move both vertically of rail set (15) being positioned at its both sides.
5. the water hole formula tide generating means as described in claim 3 or 4, is characterized in that, is provided with the level sensor of the water surface elevation measuring described storage tank (2) in described storage tank (2) further.
6. water hole as claimed in claim 1 formula tide generating means, is characterized in that, the corner tangential of described drain (5) length direction and described Rafting river course (4).
7. water hole as claimed in claim 1 formula tide generating means, it is characterized in that, the end of described drain (5) arranges stainless steel security fence (6).
8. water hole as claimed in claim 1 formula tide generating means, it is characterized in that, intake (7) capping of described storage tank (2) has leaf grating for down pipe.
9. water hole as claimed in claim 1 formula tide generating means, it is characterized in that, the bottom of described storage tank (2) is higher than 3 meters, the river face of described Rafting river course (4), and described drain (5) becomes 10 ~ 15 degree of angles with the river face of described Rafting river course (4).
10. water hole as claimed in claim 1 formula tide generating means, it is characterized in that, be 0.3m/s with the water velocity of the described Rafting river course (4) at described intake (7) place of the bottom UNICOM of described Rafting river course (4).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520757157.9U CN205000683U (en) | 2015-09-28 | 2015-09-28 | Water hole formula morning and evening tides generating device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520757157.9U CN205000683U (en) | 2015-09-28 | 2015-09-28 | Water hole formula morning and evening tides generating device |
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| Publication Number | Publication Date |
|---|---|
| CN205000683U true CN205000683U (en) | 2016-01-27 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201520757157.9U Active CN205000683U (en) | 2015-09-28 | 2015-09-28 | Water hole formula morning and evening tides generating device |
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| CN (1) | CN205000683U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105178642A (en) * | 2015-09-28 | 2015-12-23 | 万达文化旅游规划研究院有限公司 | Water tunnel type tidal generator |
| CN108457236A (en) * | 2018-01-29 | 2018-08-28 | 哈尔滨工程大学 | A kind of use for laboratory artificial creation wave simulator |
-
2015
- 2015-09-28 CN CN201520757157.9U patent/CN205000683U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105178642A (en) * | 2015-09-28 | 2015-12-23 | 万达文化旅游规划研究院有限公司 | Water tunnel type tidal generator |
| CN108457236A (en) * | 2018-01-29 | 2018-08-28 | 哈尔滨工程大学 | A kind of use for laboratory artificial creation wave simulator |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20180209 Address after: 116011 No. 539 Changjiang Road, Xigang District, Liaoning, Dalian, China Patentee after: Dalian Wanda Group Co., Ltd. Address before: 100022 unit 3301-3315, building 33, building 91, No. 8 Jianguo Road, Beijing, Chaoyang District Patentee before: WANDA CULTURAL TOURISM PLANNING & RESEARCH INSTITUTE CO., LTD. |
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| TR01 | Transfer of patent right |