CN206971165U - A kind of water conservancy municipal administration river closure works system blocks pond facility - Google Patents
A kind of water conservancy municipal administration river closure works system blocks pond facility Download PDFInfo
- Publication number
- CN206971165U CN206971165U CN201720652928.7U CN201720652928U CN206971165U CN 206971165 U CN206971165 U CN 206971165U CN 201720652928 U CN201720652928 U CN 201720652928U CN 206971165 U CN206971165 U CN 206971165U
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- CN
- China
- Prior art keywords
- pond
- culvert
- vertical shaft
- opening
- municipal administration
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- 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.)
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Abstract
Pond facility is blocked the utility model discloses a kind of water conservancy municipal administration river closure works system, including：One blocks pond, and it has a water inlet side wall；An at least culvert, the opening of an at least culvert are blocked on the water inlet side wall in pond located at described；One vertical shaft pipe, the opening of the vertical shaft pipe are blocked on the water inlet side wall in pond located at described, and the opening of the vertical shaft pipe is located between the opening and the bottom surface for blocking pond of an at least culvert.The utility model is set up in the exit of the culvert in river blocks pond to intercept runner, it can be ensured that the water that only purified treatment is crossed can flow into downstream.
Description
Technical field
The utility model belongs to water conservancy municipal administration technical field, and in particular to a kind of water conservancy municipal administration river closure works system
Block pond facility.
Background technology
River runner center may be provided with culvert, and river from upstream canal flow through culvert when, culvert can be downwardly directly into
Vertical shaft on the wall of hole, sludge sandstone are easily gradually stacked into vertical shaft, and vertical shaft has certain depth and is difficult to clear up
In the course of time, when accumulation to can not allow again river flow into vertical shaft when, it is not purified and handle river and institute's band sludge sandstone
Downstream canal will be flowed directly to, the problems such as in turn resulting in river muddiness and distribute stench.
Utility model content
First, technical problems to be solved
The technical problems to be solved in the utility model is to provide a kind of pond of blocking of water conservancy municipal administration river closure works system and set
Apply, to solve the technical problem.
2nd, technical scheme
To solve the technical problem, technical scheme is used by the utility model：A kind of water conservancy municipal administration is cut with river
Streaming system blocks pond facility, including：One blocks pond, and it has a water inlet side wall；An at least culvert, an at least culvert
Opening blocked located at described on the water inlet side wall in pond；One vertical shaft pipe, the opening of the vertical shaft pipe block water located at described
On the water inlet side wall in pond, the opening of the vertical shaft pipe is blocked positioned at the opening of an at least culvert with described
Between the bottom surface in pond.
A filter is additionally provided with, it is in the vertical shaft pipe, and the opening of the adjacent vertical shaft pipe.
The filter includes an at least screen pack.
The quantity of an at least screen pack for the filter is two, and the aperture of two screen packs is different, wherein aperture
The opening of the larger screen pack screen pack less compared to aperture closer to the vertical shaft pipe.
The filter includes multiple spaced railings.
The filter includes multiple spaced railings, and the railing is compared to the screen pack closer to institute
State the opening of vertical shaft pipe.
The bottom surface for blocking pond is an inclined-plane, and is tilted down towards away from the water inlet side wall.
An at least culvert includes at least one low culvert and at least one high culvert, the height of at least one low culvert
Position is less than the height and position of at least one high culvert.
Each at least culvert is equipped with a penstock relative to another end opening peripheral hardware for blocking pond.
3rd, beneficial effect
The utility model is compared to prior art, has the advantages that：
The utility model is set up in the exit of the culvert in river blocks pond to intercept runner, it can be ensured that only purified treatment
The water crossed can flow into downstream.
Brief description of the drawings
Fig. 1 is upper schematic diagram of the present utility model.
Fig. 2 is partial sectional side view of the present utility model.
Fig. 3 is the schematic diagram at the upstream open of culvert of the present utility model.
Embodiment
With reference to the accompanying drawings and examples, detailed description also is made to specific embodiment of the present utility model.Following reality
Apply example to be used to illustrate the utility model, but be not limited to the scope of the utility model.
As shown in Figure 1 to Figure 3, what the utility model provided a kind of water conservancy municipal administration river closure works system blocks pond facility,
Interrupted in the runner of river irrigation canals and ditches, and by the runner, and make upstream canal 70 current can by the utility model and
Sewage treatment plant, artificial swamp etc. are delivered to, downstream canal 80 is just delivered to after purified treatment；The pond facility that blocks includes
One blocks pond 10, multiple culverts 20, a vertical shaft pipe 30 and a filter 40.
The concrete shape for blocking pond 10 can be set with landform, and only to block pond 10 can interrupt runner and obstruct current
By the way that blocking pond 10 has multiple side walls, and in the present embodiment, the side wall corresponding to upstream end is water inlet side wall
11；In addition, in the present embodiment, the bottom surface for blocking pond 10 is an inclined-plane, and it is described tiltedly face away from the ground of water inlet side wall 11 to
Lower inclination.
Multiple culverts 20 include multiple low culvert 20A and multiple high culvert 20B, low culvert 20A height and position less than height
Culvert 20B height and position, low culvert 20A be used for usually allow the water of upstream canal 70 to flow into, high culvert 20B for rainfall it is big when
Auxiliary shunting；The one end open 21 of each culvert 20 is located at and blocked on the water inlet side wall 11 in pond 10.
The opening 31 of vertical shaft pipe 30 is located at and blocked on the water inlet side wall 11 in pond 10, opening 21 and the vertical shaft pipe 30 of culvert 20
Opening 31 located at blocking in the same side wall in pond 10；The opening 31 of vertical shaft pipe 30 is located at the opening 21 of culvert 20 and blocks pond
Between 10 bottom surface, i.e., the height and position of the opening 31 of vertical shaft pipe 30 is less than the height and position of the opening 21 of culvert 20；In this reality
Apply in example, the vertical shaft pipe 30 is L-shaped, i.e. the vertical shaft pipe 30 of a lateral part 32 extends horizontally to water inlet side wall 11 and formed
Opening 31, another vertical shaft pipe 30 directly to part 33 is vertical to be extended downwardly, but is not limited, and vertical shaft pipe 30 also can not be L-shaped,
That is lateral part 32 lateral part 32 and is directly tiltably set with that to part 33 can not be directly vertical connection to part 33
Put, and it is non-horizontal and vertical.
Filter 40 is in vertical shaft pipe 30, and the opening 31 of adjacent vertical shaft pipe 30；In the present embodiment, filter
40 include multiple screen packs 42,43 of railing 41 and two；The railing 41 is uprightly set, and distanced from one another cross, and at this
In embodiment, the spacing distance of railing 41 can allow personnel by clean vertical shaft pipe 30, but be not limited, and only can obstruct greatly
Type object enters in vertical shaft pipe 30.
Two screen packs 42,43 are located at the inner side of railing 41, i.e. railing 41 is closer compared to two screen pack 42,43 perpendicular
The opening 31 of well casing 30；The aperture of two screen packs 42,43 is different, and the wherein larger screen pack 42 in aperture is less compared to aperture
Opening 31 of the screen pack 43 closer to railing 41 and vertical shaft pipe 30；Two screen packs 42,43 can further filter inflow vertical shaft whereby
The current of pipe 30；In the present embodiment, two screen pack 42,43 is metal material.
The utility model is in use, the water of upstream canal 70 flows through too low culvert 20A (or when water level is higher while passes through
High culvert 20B) and flow into and block in pond 10, because the opening 21 of culvert 20 and the opening 31 of vertical shaft pipe 30 are located at same wall
On, therefore flow into and block the current in pond 10 and will not flow into vertical shaft pipe 30 immediately, though the sludge sandstone in current can be because water
The impulse force of stream and away from the opening of vertical shaft pipe 30, the sludge sandstone 90 in current is deposited in because proportion is different and blocks pond 10 afterwards
Bottom, and can be concentrated in together along inclined bottom surface, and away from the opening of vertical shaft pipe 30；And current flow because of backflow
Enter in vertical shaft pipe 30, and pass through 41 and two screen pack of railing, 42, the 43 incremental layering of filter 40, finally
Sewage treatment plant, artificial swamp etc. are just delivered to, is just delivered to and is then flowed at downstream canal 80 after purified treatment.
The utility model is by making the opening 21 of culvert 20 and the opening 31 of vertical shaft pipe 30 be located at same wall, making to block pond
10 inclined bottom surface and the grade design of setting filter 40, and can effectively avoid sludge sandstone 90 from flowing directly into vertical shaft pipe 30,
And then avoid result in vertical shaft pipe 30 and block；In addition, by making sludge sandstone 90 concentrate on the outdoor bottom for blocking pond 10, therefore
It is convenient to clear up sludge sandstone 90 in a variety of ways, and then avoid smelly；Finally, the water after purified treatment leads directly to downstream canal
80, the cleaning of the current of downstream canal 80 can be effectively ensured whereby.
In addition, refer to shown in Fig. 3, in the present embodiment, each low culvert 20A towards upstream canal 70 opening 22 (i.e.
Relative to another end opening for blocking pond 10) penstock 60 is provided with outside, low culvert 20A can be opened and closed to penstock 60,
Low culvert 20A can be closed during or drought in summer relatively low in the water level of upstream canal 70 whereby, and cleaning at this moment is deposited in and blocks pond
The sludge sandstone 90 of 10 bottoms.
In addition, the height of each culvert 20 also can be identical and equally matched, now sluice can be respectively provided with all culverts 20
Door 60.
Certainly, it the above is only concrete application example of the present utility model, protective range of the present utility model do not formed and appointed
What is limited.In addition to the embodiment, the utility model can also have other embodiment.
Claims (9)
1. a kind of water conservancy municipal administration river closure works system blocks pond facility, it is characterised in that including：One blocks pond, and it has
One water inlet side wall；An at least culvert, the opening of an at least culvert are blocked on the water inlet side wall in pond located at described；
One vertical shaft pipe, the opening of the vertical shaft pipe are blocked on the water inlet side wall in pond located at described, and the described of the vertical shaft pipe opens
Mouth is between the opening of an at least culvert and the bottom surface for blocking pond.
2. water conservancy municipal administration river closure works system according to claim 1 blocks pond facility, it is characterised in that is additionally provided with
One filter, it is in the vertical shaft pipe, and the opening of the adjacent vertical shaft pipe.
3. water conservancy municipal administration river closure works system according to claim 2 blocks pond facility, it is characterised in that the mistake
Filter device includes an at least screen pack.
4. water conservancy municipal administration river closure works system according to claim 3 blocks pond facility, it is characterised in that the mistake
The quantity for filtering an at least screen pack for device is two, and the aperture of two screen packs is different, the wherein larger filtering in aperture
The opening of the net screen pack less compared to aperture closer to the vertical shaft pipe.
5. water conservancy municipal administration river closure works system according to claim 2 blocks pond facility, it is characterised in that the mistake
Filter device includes multiple spaced railings.
6. water conservancy municipal administration river closure works system according to claim 4 blocks pond facility, it is characterised in that the mistake
Filter device includes multiple spaced railings, and the railing is compared to described in the screen pack closer to the vertical shaft pipe
Opening.
7. water conservancy municipal administration river closure works system according to claim 6 blocks pond facility, it is characterised in that described to block
The bottom surface in pond is an inclined-plane, and is tilted down towards away from the water inlet side wall.
8. water conservancy municipal administration river closure works system according to claim 6 blocks pond facility, it is characterised in that it is described extremely
A few culvert includes at least one low culvert and at least one high culvert, the height and position of at least one low culvert less than it is described extremely
The height and position of a few high culvert.
9. water conservancy municipal administration river closure works system according to claim 6 blocks pond facility, it is characterised in that each described
An at least culvert is equipped with a penstock relative to another end opening peripheral hardware for blocking pond.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720652928.7U CN206971165U (en) | 2017-06-07 | 2017-06-07 | A kind of water conservancy municipal administration river closure works system blocks pond facility |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720652928.7U CN206971165U (en) | 2017-06-07 | 2017-06-07 | A kind of water conservancy municipal administration river closure works system blocks pond facility |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206971165U true CN206971165U (en) | 2018-02-06 |
Family
ID=61410124
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720652928.7U Expired - Fee Related CN206971165U (en) | 2017-06-07 | 2017-06-07 | A kind of water conservancy municipal administration river closure works system blocks pond facility |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206971165U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109205935A (en) * | 2018-09-28 | 2019-01-15 | 上海泽耀环保科技有限公司 | River discharge outlet sewage shuts off the artificial swamp of processing |
-
2017
- 2017-06-07 CN CN201720652928.7U patent/CN206971165U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109205935A (en) * | 2018-09-28 | 2019-01-15 | 上海泽耀环保科技有限公司 | River discharge outlet sewage shuts off the artificial swamp of processing |
| CN109205935B (en) * | 2018-09-28 | 2021-08-20 | 上海泽耀环保科技有限公司 | Artificial wetland for river drainage outlet sewage interception treatment |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20180206 Termination date: 20180607 |