CN209493909U - A kind of aqueduct is across reservoir point water intaking structure - Google Patents
A kind of aqueduct is across reservoir point water intaking structure Download PDFInfo
- Publication number
- CN209493909U CN209493909U CN201821872995.0U CN201821872995U CN209493909U CN 209493909 U CN209493909 U CN 209493909U CN 201821872995 U CN201821872995 U CN 201821872995U CN 209493909 U CN209493909 U CN 209493909U
- Authority
- CN
- China
- Prior art keywords
- water
- pipe
- reservoir
- upstream
- weir
- 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
Landscapes
- Sewage (AREA)
Abstract
The utility model discloses a kind of aqueducts across reservoir point water intaking structure, including upstream water-supply-pipe, retaining weir, on gush pipe, upstream row water pipe, overflow weir, upper gate, across reservoir pipeline, reservoir drainage pipe, downstream technology pipe, aft-gate;Upstream water-supply-pipe introduces upstream water body;Retaining weir is raised upwards by water body is introduced, into above gushing pipe;When water level is more than retaining weir, water body under upstream row water pipe by letting out;Water body above retaining weir is continued to raise by overflow weir, and after water level is more than overflow weir, water body, which passes through, to be let out under overflow weir to reservoir;Upstream drainage tube end is connect with across reservoir pipeline;Across reservoir pipeline is passed through from reservoir bottom;Across reservoir pipe downstream connects downstream technology pipe;Reservoir drainage pipe is arranged in mining under reservoir.The utility model can accumulate upland water, and can supply water for lower reservoir, water intake conduit, it is also ensured that emergency sluicing function and tubular service condition are, it can be achieved that upstream and downstream water resources optimal operation.
Description
Technical field
The utility model relates to hydraulic engineering field, in particular to a kind of achievable pipeline, reservoir coordination divide water, water intaking knot
Structure.
Background technique
Water delivery, water diversion project directly affect the economic development and social stability in region, and engineering importance is self-evident.Closely
Nian Lai, with the increase of demand, water delivery, water diversion project are increasing, and project scale is increasing, but engineering difficulty is then increasingly
It is high.Many water diversion projects, which all exist, crosses road, bridge, and the problems such as across tunnel, river, some engineerings even will appear multilayer
The phenomenon that intersection.Therefore, water delivery, water transfer channel, pipeline, pipeline etc. are designed and requires to be gradually increased with construction.
Reservoir is most important as its reasonable utilization of terminal in water delivery, water diversion project, and reservoir is put, stores, flow
Size, the time of water storage and the control of water directly determine that upstream and downstream water requirement could be met the requirements.But, at present for
Reservoir utilization in water delivery engineering is relatively single, the transfer for mostly only adjusting reservoir as downstream flow, to upland water
Control, the utilization of extra water, the control of reservoir itself water the problems such as not can be carried out good regulation, this makes water delivery
Reservoir utilization in engineering is relatively inefficient, fetches water, divides water, discharging capacity relative deficiency, influences the spirit of cooperative reservoir water dispatch
Activity.
For this reason, it is necessary to propose a kind of aqueduct across reservoir point water intaking structure, which can realize water levels of upstream and downstream, water
Effective control of amount, Reservoir Regulation ability is played as far as possible, and have good service ability.
Utility model content
The purpose of the utility model is to overcome deficiency in the prior art, a kind of aqueduct is provided across reservoir point water intaking knot
Structure, the utility model can accumulate upland water, and can supply water for lower reservoir, water intake conduit, it is also ensured that emergency sluicing function
It can be with tubular service condition, it can be achieved that upstream and downstream water resources optimal operation.
The technical scheme adopted by the utility model is a kind of aqueduct is defeated across reservoir point water intaking structure, including upstream
Water pipe, retaining weir, on gush pipe, upstream row water pipe, overflow weir, upper gate, across reservoir pipeline, reservoir drainage pipe, downstream technology
Pipe, aft-gate;Pipe is gushed on the water inlet connection upper river of the upstream water-supply-pipe, water outlet connection are described;The water conservation
Weir is arranged in the water outlet end of the upstream water-supply-pipe and is located at the outside for gushing pipe on described, and being used for will be from the upstream water delivery
The water body that pipe introduces is raised upwards, into gushing pipe on described;The outside of the retaining weir is arranged in the upstream row water pipe, is used for
When water level is more than the retaining weir, water body can be by letting out under the upstream row water pipe;The overflow weir is arranged in the upstream row
Outside water pipe, the height of the overflow weir is greater than the height of the retaining weir, for water body above the retaining weir to be continued to raise,
After water level is more than the overflow weir, water body can be by letting out under the outside of overflow weir to reservoir;The upstream row water pipe
Water outlet connects across the reservoir pipeline;The upstream row water pipe and the connection across reservoir pipeline is arranged in the upper gate
Place, for controlling discharge into water;Across the reservoir pipeline is passed through from reservoir bottom, for realizing water body leap;It is described across reservoir
The water outlet of pipeline connects the downstream technology pipe;The reservoir drainage pipe is arranged in mining under reservoir, the reservoir drainage pipe
Water outlet connects the downstream technology pipe;The company of the reservoir drainage pipe and the downstream technology pipe is arranged in the aft-gate
Place is met, for controlling discharge into water.
The beneficial effects of the utility model are:
A kind of aqueduct of the utility model is across reservoir point water intaking structure by reasonable group of the buildings such as water conservation, streams, sluicing
Close planning, the multi-functional demand for realizing the water intaking in water water diversion project, sluicing, dividing water, water conservation.The utility model is using water conservation
Weir, so that upland water water level promoting, when upstream stops supplying water, it is also ensured that higher level;Using overflow weir, in guarantee
Can will be let out under extra water body under the premise of trip water normal demand to reservoir, supplement reservoir water, when flood come it is interim, can also will
Extra water body is clapped to reservoir, guarantees channel flood carrying capacity;Using upper gate, across the reservoir pipeline accident lock in downstream can be used as
Door can close upper gate when downstream maintenance, and close simultaneously, and upland water can also be let out to reservoir under overflow weir,
Guarantee that upland water does not waste;Aft-gate can cooperate upper gate to realize the control of downstream amount of water to be discharged, pass through regulating gate
Aperture meets the different water demand in downstream.The utility model makes across the reservoir scheme functional diversities in water transfer, and by water
Library, channel, pipeline, gate make full use of, and have good with prospect.
Detailed description of the invention
Fig. 1 is a kind of aqueduct across reservoir point water intaking cross-sectional view of the structure;
Fig. 2 is a kind of aqueduct across reservoir point water intaking structural pipeline water intaking schematic diagram;
Fig. 3 is a kind of aqueduct across reservoir point water intaking structure reservoir water intaking schematic diagram;
Fig. 4 is a kind of aqueduct across reservoir point water intaking structural pipeline, reservoir joint water intaking schematic diagram.
Attached drawing mark: 1, upstream water-supply-pipe;2, retaining weir;3, pipe is gushed on;4, upstream row water pipe;5, overflow weir;6, upstream
Gate;7, across reservoir pipeline;8, reservoir drainage pipe;9, downstream technology pipe;10, aft-gate.
Specific embodiment
For the invention, features and effects that can further appreciate that the utility model, the following examples are hereby given, and cooperates
Detailed description are as follows for attached drawing:
As shown in attached Fig. 1 to Fig. 4, a kind of aqueduct is across reservoir point water intaking structure, including upstream water-supply-pipe 1, retaining weir
2, gushed on pipe 3, upstream row water pipe 4, overflow weir 5, upper gate 6, across reservoir pipeline 7, reservoir drainage pipe 8, downstream technology pipe 9,
Aft-gate 10.The water inlet of the upstream water-supply-pipe 1 connects upper river, and for introducing upstream water body, the upstream is defeated
Pipe 3 is gushed on the water outlet connection of water pipe 1 is described;The water outlet end of the upstream water-supply-pipe 1 and position is arranged in the retaining weir 2
The outside that pipe 3 is gushed on described, for raising the water body introduced from the upstream water-supply-pipe 1 upwards, into gushing pipe on described
3;The outside of the retaining weir 2 is arranged in the upstream row water pipe 4, for when water level is more than the retaining weir 2, water body can be by
It is let out under the upstream row water pipe 4;The overflow weir 5 is arranged outside the upstream row water pipe 4, and the height of the overflow weir 5 is greater than
The 2 top water body of retaining weir can be continued to raise by the height of the retaining weir 2, after water level is more than overflow weir 5, water
Body can be let out under the outside by overflow weir 5 to reservoir;The water outlet of the upstream row water pipe 4 connects across the reservoir pipeline
7;The junction of the upstream row water pipe 4 and across reservoir pipeline 7 is arranged in the upper gate 6, for controlling discharge into water;Institute
It states across reservoir pipeline 7 to pass through from reservoir bottom, for realizing water body leap;Described in the water outlet connection of across the reservoir pipeline 7
Downstream technology pipe 9;The setting of reservoir drainage pipe 8 connects the downstream in mining under reservoir, the water outlet of the reservoir drainage pipe 8
Water-supply-pipe 9;The junction of the reservoir drainage pipe 8 and the downstream technology pipe 9 is arranged in the aft-gate 10, for controlling
Discharge into water;Above-mentioned each component is ultimately formed across reservoir point water intaking structure.
Above-mentioned aqueduct divides the water intaking, sluicing, dividing method for water of water intaking structure as follows across reservoir:
(1) when upstream cuts off the water, the upper gate 6 can be closed, water body is due to the retaining weir 2 is with overflow weir 5
It is lifted water level, realizes upstream Water-saving effect;Meanwhile the openable aft-gate 10, it is defeated that reservoir water body is introduced into the downstream
Water pipe 9 realizes reservoir water intaking, as shown in Figure 3.
(2) when upland water, the openable upper gate 6 closes the aft-gate 10, upland water is introduced
Across the reservoir pipeline 7 is eventually introduced the downstream technology pipe 9, as shown in Figure 2.In addition, can be by controlling the upper gate
6 apertures, and the overflow weir 5 is utilized, water body is introduced into reservoir, supplements reservoir water requirement.In addition, can also open simultaneously on described
Gate 6 and the aft-gate 10 are swum, by upland water and reservoir water body while introducing the downstream technology pipe 9, realization pipeline,
Reservoir joint water intaking, as shown in Figure 4.
(3) when upland water larger (that is, being greater than the set value), the openable upper gate 6 closes the downstream lock
Door 10, water body can be met an urgent need by the overflow weir 5 and be sluiced in reservoir.
(4) when across reservoir pipeline 7 needs to overhaul, the openable aft-gate 10 closes the upper gate 6, will
Upstream water body introduces the downstream technology pipe 9 by reservoir.
In the present embodiment, reservoir depth 20m, width 2km, 2 height 10m of retaining weir, 5 height 15m of overflow weir, each pipeline is straight
Diameter 6m.
Although being described above in conjunction with preferred embodiment of the attached drawing to the utility model, the utility model is not
It is confined to above-mentioned specific embodiment, the above mentioned embodiment is only schematical, is not restrictive, ability
The those of ordinary skill in domain is not departing from the utility model aims and claimed under the enlightenment of the utility model
Under ambit, many forms can also be made, these are belonged within the protection scope of the utility model.
Claims (1)
1. a kind of aqueduct is across reservoir point water intaking structure, which is characterized in that including upstream water-supply-pipe, retaining weir, on gush pipe, on
Swim drainpipe, overflow weir, upper gate, across reservoir pipeline, reservoir drainage pipe, downstream technology pipe, aft-gate;The upstream is defeated
Pipe is gushed on the water inlet connection upper river of water pipe, water outlet connection are described;The retaining weir is arranged in the upstream water-supply-pipe
Water outlet end and be located on described and gush the outside of pipe, for the water body introduced from the upstream water-supply-pipe to be raised upwards, into
Enter and gushes pipe on described;The outside of the retaining weir is arranged in the upstream row water pipe, is used for when water level is more than the retaining weir,
Water body can be by letting out under the upstream row water pipe;The overflow weir is arranged outside the upstream row water pipe, the height of the overflow weir
Greater than the height of the retaining weir, for water body above the retaining weir to be continued to raise, after water level is more than the overflow weir,
Water body can be by letting out under the outside of overflow weir to reservoir;The water outlet of the upstream row water pipe connects across the reservoir pipe
Road;The upstream row water pipe and the junction across reservoir pipeline is arranged in the upper gate, for controlling discharge into water;It is described
Across reservoir pipeline is passed through from reservoir bottom, for realizing water body leap;The water outlet across reservoir pipeline connects the downstream
Water-supply-pipe;The reservoir drainage pipe setting connects the downstream technology pipe in mining under reservoir, the water outlet of the reservoir drainage pipe;
The junction of the reservoir drainage pipe and the downstream technology pipe is arranged in the aft-gate, for controlling discharge into water.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201821872995.0U CN209493909U (en) | 2018-11-14 | 2018-11-14 | A kind of aqueduct is across reservoir point water intaking structure |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201821872995.0U CN209493909U (en) | 2018-11-14 | 2018-11-14 | A kind of aqueduct is across reservoir point water intaking structure |
Publications (1)
Publication Number | Publication Date |
---|---|
CN209493909U true CN209493909U (en) | 2019-10-15 |
Family
ID=68151334
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN201821872995.0U Active CN209493909U (en) | 2018-11-14 | 2018-11-14 | A kind of aqueduct is across reservoir point water intaking structure |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN209493909U (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN109440720A (en) * | 2018-11-14 | 2019-03-08 | 天津大学 | A kind of aqueduct is across reservoir point water intaking structure and water intaking, sluicing, dividing method for water |
-
2018
- 2018-11-14 CN CN201821872995.0U patent/CN209493909U/en active Active
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN109440720A (en) * | 2018-11-14 | 2019-03-08 | 天津大学 | A kind of aqueduct is across reservoir point water intaking structure and water intaking, sluicing, dividing method for water |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN104480914B (en) | The fish pass structure that fish pass combines with ship lock and method | |
CN101660305B (en) | Field drainage control system | |
CN104179159B (en) | Power station bright flowing full tail water system | |
CN105804029B (en) | Ecological gate water replenishing type fish pass inlet device | |
CN107516172A (en) | Salty tide influences area and robs light Emergency water supply dispatching method of storing fresh water | |
CN106320294A (en) | Fishway adapted to downstream water level fluctuation | |
CN105951689A (en) | Structure integrating reservoir pre-discharging and ecological flow discharging | |
CN204185835U (en) | Power station free pressure flow tail water discharge | |
CN206157687U (en) | A pivot gate for fishway import | |
CN209493909U (en) | A kind of aqueduct is across reservoir point water intaking structure | |
CN111005421A (en) | Drainage system for wetland park and control method thereof | |
CN202945585U (en) | Device providing downstream ecological flow after sluice blocking of diversion water release structure | |
CN112030886B (en) | Diversion channel arrangement method combining diversion channel with bottom transparent navigation wall | |
CN206529749U (en) | A kind of power station generating water diverting structure arrangement for taking into account environmental protection and sand discharge demand | |
CN107700442A (en) | Export structure for fish pass system | |
CN206529750U (en) | A kind of water-conveyance tunnel of utilization reconstruction of diversion tunnel | |
CN109440720A (en) | A kind of aqueduct is across reservoir point water intaking structure and water intaking, sluicing, dividing method for water | |
CN204715194U (en) | With the bridge of small-sized view gate | |
CN210562502U (en) | Integrated hydraulic intercepting well | |
CN210163860U (en) | Landscape sluice that bottom outlet flowed | |
CN208501611U (en) | A kind of device for realizing beheaded river one-way flow using tide | |
CN203939013U (en) | The collection that can move continuously/put fishpond system | |
CN110184992A (en) | A kind of new city cavernous body and drainage method based on water system connection | |
CN206752427U (en) | A kind of power station ground power house tailrace outlet structure and its power station | |
CN106149647B (en) | Method and structure for releasing ecological flow without artificial control |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
GR01 | Patent grant | ||
GR01 | Patent grant |