CN104420499B - Water fetching apparatus for adjusting water depth to selectively fetch water - Google Patents
Water fetching apparatus for adjusting water depth to selectively fetch water Download PDFInfo
- Publication number
- CN104420499B CN104420499B CN201410154905.4A CN201410154905A CN104420499B CN 104420499 B CN104420499 B CN 104420499B CN 201410154905 A CN201410154905 A CN 201410154905A CN 104420499 B CN104420499 B CN 104420499B
- Authority
- CN
- China
- Prior art keywords
- water
- mentioned
- depth
- fetching device
- connecting tube
- 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.)
- Expired - Fee Related
Links
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 title claims abstract description 445
- 230000033228 biological regulation Effects 0.000 claims description 57
- 239000003643 water by type Substances 0.000 claims description 9
- 230000000903 blocking effect Effects 0.000 claims description 8
- 238000003780 insertion Methods 0.000 claims description 5
- 230000037431 insertion Effects 0.000 claims description 5
- 239000000203 mixture Substances 0.000 claims description 2
- 238000007667 floating Methods 0.000 abstract description 2
- 208000028659 discharge Diseases 0.000 description 43
- 230000000694 effects Effects 0.000 description 16
- 230000000630 rising effect Effects 0.000 description 5
- 238000010586 diagram Methods 0.000 description 4
- 238000001556 precipitation Methods 0.000 description 4
- 230000015572 biosynthetic process Effects 0.000 description 2
- 238000007599 discharging Methods 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- 238000009313 farming Methods 0.000 description 2
- 230000006698 induction Effects 0.000 description 2
- 230000035515 penetration Effects 0.000 description 2
- 230000001105 regulatory effect Effects 0.000 description 2
- 241000521257 Hydrops Species 0.000 description 1
- 206010030113 Oedema Diseases 0.000 description 1
- 239000012141 concentrate Substances 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 230000001419 dependent effect Effects 0.000 description 1
- 239000003621 irrigation water Substances 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 238000000034 method Methods 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E03—WATER SUPPLY; SEWERAGE
- E03B—INSTALLATIONS OR METHODS FOR OBTAINING, COLLECTING, OR DISTRIBUTING WATER
- E03B3/00—Methods or installations for obtaining or collecting drinking water or tap water
- E03B3/32—Methods or installations for obtaining or collecting drinking water or tap water with artificial enrichment, e.g. by adding water from a pond or a river
-
- E—FIXED CONSTRUCTIONS
- E03—WATER SUPPLY; SEWERAGE
- E03B—INSTALLATIONS OR METHODS FOR OBTAINING, COLLECTING, OR DISTRIBUTING WATER
- E03B3/00—Methods or installations for obtaining or collecting drinking water or tap water
- E03B3/04—Methods or installations for obtaining or collecting drinking water or tap water from surface water
-
- E—FIXED CONSTRUCTIONS
- E03—WATER SUPPLY; SEWERAGE
- E03B—INSTALLATIONS OR METHODS FOR OBTAINING, COLLECTING, OR DISTRIBUTING WATER
- E03B7/00—Water main or service pipe systems
- E03B7/07—Arrangement of devices, e.g. filters, flow controls, measuring devices, siphons or valves, in the pipe systems
- E03B7/075—Arrangement of devices for control of pressure or flow rate
Landscapes
- Engineering & Computer Science (AREA)
- Health & Medical Sciences (AREA)
- Life Sciences & Earth Sciences (AREA)
- Hydrology & Water Resources (AREA)
- Public Health (AREA)
- Water Supply & Treatment (AREA)
- Environmental & Geological Engineering (AREA)
- Physics & Mathematics (AREA)
- Fluid Mechanics (AREA)
- Jet Pumps And Other Pumps (AREA)
- Barrages (AREA)
Abstract
The invention provides a water fetching apparatus for adjusting water depth to selectively fetch water. The apparatus comprises a water fetching part with water fetching holes for water on the top layer to flow, a buoyant part attached to the water fetching part and providing buoyant force to the water fetching part, an inclined flow-in part with one side being connected to the water fetching part and the other side connected with a control part and pushing the water flowing from the top of the water fetching part to the control part, the control part with one side being connected with the inclined flow-in part to enable water at the top layer of the water fetching holes to move and the other side being connected with an inclined flow-out part to adjust the water fetching amount of the top layer water sucked from the water fetching part and moving to the inclined flow-out part, and the inclined flow-out part for allowing the top layer water flowing in the control part to flow out. A plurality of protrusions are formed around the upper side of the water fetching part to lengthen the protruding flow-in part. Therefore, the provided water fetching apparatus can selectively fetch water by obtaining the adjusted water depth of water of the required depth by means of a floating device which adjust the position of the water fetching part for fetching water.
Description
Technical field
The present invention relates to adjusting the depth of water carries out the water fetching device of selective withdrawal, more particularly to using float assembly adjust into
The position in the water intaking portion of row water intaking carries out the water fetching device of selective withdrawal with the regulation depth of water for obtaining the water of desired depth.
Background technology
The present invention relates to water fetching device.
It is also different according to the water quality and temperature of the different water of depth.
In addition, water quality changes at any time according to weather condition or ambient conditions.
But, existing floating type water fetching device is fetched water by driving gate flap (water valve).
It is thus impossible to optionally obtain the water of certain depth according to purposes, and door need to persistently be changed according to SEA LEVEL VARIATION
The aperture of leaf (water valve).
The background technology of the present invention has been disclosed in Korean registration utility publication the 20-0377420th.
But, above-mentioned Korean registration utility publication the 20-0377420th also fails to propose the solution to the problems referred to above
Scheme.
The content of the invention
It is an object of the invention to overcome the deficiency of prior art and provide a kind of regulation using float assembly and fetched water
The position in water intaking portion the water fetching device of selective withdrawal is carried out with the regulation depth of water for obtaining the water of desired depth.
Another object of the present invention is to, there is provided it is a kind of that the stream that discharge is automatically adjusted according to flow velocity is set in flow export side
Go out quantity regulating device, to reduce discharge when flow velocity is fast, discharge is increased when flow velocity is slow, so as to reduce automatically to greatest extent
The regulation depth of water of the variation of discharge carries out the water fetching device of selective withdrawal.
It is a further object of the present invention to provide a kind of integrally formed extension in lower end in siphon spillway, even if with
Not possessing the dirty tank of other concrete and also obtaining the regulation depth of water of siphonage carries out the water fetching device of selective withdrawal.
The a further object of the present invention is, there is provided a kind of the water level of dykes and dams or reservoir to be divided into into highest full-water level, normal
The various stages of full-water level and minimum full-water level carry out draining, and so as to effectively utilizes water resource, supply is sufficient with water and smooth
Adjusting the regulation depth of water of flood carries out the water fetching device of selective withdrawal.
It is a further object of the present invention to provide one kind discharges stage by stage storage water adjusts small-scale dike with a point multiple stages
The water level on dam or reservoir, so as to effectively discharge storage water, and smoothly adjusts the regulation of flood when flood occurs or rainfall is concentrated
The depth of water carries out the water fetching device of selective withdrawal.
To reach above-mentioned purpose, the regulation depth of water of the present invention carries out the water fetching device of selective withdrawal, it is characterised in that bag
Include：Water intaking portion, including the water intaking hole for flowing into of supplying water；Buoyancy portion, is attached to above-mentioned water intaking portion and provides buoyancy to above-mentioned water intaking portion；
Portion is flowed obliquely into, side is connected with above-mentioned water intaking portion, and opposite side is connected with control unit, and the water flowed into from above-mentioned water intaking portion is moved
Move to control unit；Control unit, side is connected and moves the water that flows into above-mentioned water intaking hole with the above-mentioned portion of flowing obliquely into, opposite side with incline
Tiltedly outflow portion connection, adjusts the water withdrawal of the water that above-mentioned inclination outflow portion is sucked and be moved to from above-mentioned water intaking portion；And inclination stream
Go out portion, the water for flowing into above-mentioned control unit flows out；Wherein, multiple projections are formed around the upside in above-mentioned water intaking portion and extends prominent
The inflow part for going out.
In addition, above-mentioned water intaking portion also includes the first extension, first extension is around the upside in above-mentioned water intaking portion
Four sides to be formed with being separated by identical angle and extending the one side to be formed or around the upside in above-mentioned water intaking portion and extend, and above-mentioned the
One extension with the upside in above-mentioned water intaking portion around identical highly formed, so as to move the water to flow into above-mentioned water intaking hole.
In addition, in above-mentioned first extension, above-mentioned inflow part is formed at upside.
Flow obliquely into portion above-mentioned water intaking portion is formed to because by above-mentioned buoyancy portion, weight portion with shredded form in addition, above-mentioned
And current impact and adjustment length and position when moving up and down, and, the above-mentioned portion of flowing obliquely into also include being formed at
The part of ground contact is fixing the position fixing part of its position.
In addition, above-mentioned inclination outflow portion includes discharge adjustment portion, it includes：Fixed component, fixation is formed inside pipe；
And adjustable plate is flowed out, plate-like, the side in the flow export direction flowed out of supplying water is combined with fixation portions part hinge, and supplies current
The opposite side in the inflow entrance direction for entering is combined by applying the spring of elasticity to inner side with fixation portions part.
In addition, above-mentioned control unit also includes：First control valve, it is allowed to or the air outside blocking flow to the interior of control unit
Portion；And air pump, the air of the inside of above-mentioned control unit is expelled to into outside；Wherein, above-mentioned control unit is by opening above-mentioned first
Control valve makes the inside that the air of outside flows into control unit stop siphonage blocking the flowing of water, or by closing
State the first control valve and the air inside above-mentioned control unit is expelled to outside to start siphonage by booster air pump.
In addition, above-mentioned control unit also includes：Isocon, side is submerged under the water surface, and opposite side is tied with above-mentioned outflow portion
Close, opposite side will be moved to from the water of an above-mentioned side inflow, so as to induce siphonage；Second control valve, open water valve
To move the water to flow into above-mentioned isocon, or water valve is closed to block the inflow of water.
In addition, above-mentioned buoyancy portion adjusts buoyancy in a tubular form and by the air pressure inside regulation.
In addition, the regulation depth of water of the present invention carries out the water fetching device of selective withdrawal, it is characterised in that：Also overflow including siphon
Big vast road, the siphon spillway possesses and above-mentioned flow obliquely into portion, above-mentioned inclination outflow portion and extend to be formed from the above-mentioned portion of flowing obliquely into
And across the second extension of dykes and dams；Wherein, the above-mentioned portion that flows obliquely into is upwardly formed from effluent trough to the upper end of dykes and dams, above-mentioned to incline
Tiltedly outflow portion is formed down in above-mentioned second extension along the domatic of dykes and dams, connects in the lower end of above-mentioned inclination outflow portion
Lower end connecting tube, and the top connecting tube being upwardly formed is formed in the end side of above-mentioned lower end connecting tube.
In addition, being also equipped with the notch connecting tube of horizontal direction in the end of above-mentioned top connecting tube.
In addition, the opening of above-mentioned top connecting tube is located at the position higher than above-mentioned lower end connecting tube inner bottom surface.
In addition, the interior lower end face of above-mentioned notch connecting tube is located at the position higher than above-mentioned lower end connecting tube inner bottom surface.
In addition, the open lower end of above-mentioned top connecting tube is highly positioned at lower than the upper surface inside above-mentioned lower end connecting tube
Position.
In addition, the interior lower end face of above-mentioned notch connecting tube is located at the position lower than the upper surface inside above-mentioned lower end connecting tube
Put.
In addition, in above-mentioned lower end connecting tube water with it is certain it is highly-filled wherein so that a little air flow into it is above-mentioned
Incline inside outflow portion.
In addition, the regulation depth of water of the present invention carries out the water fetching device of selective withdrawal, it is characterised in that：Also overflow including siphon
Big vast road, the siphon spillway possesses and above-mentioned flow obliquely into portion, above-mentioned inclination outflow portion and extend to be formed from the above-mentioned portion of flowing obliquely into
And across the second extension of dykes and dams；Wherein, the above-mentioned portion that flows obliquely into is inclined upwardly to be formed from effluent trough to the plane of dykes and dams, on
State inclination outflow portion to be formed along the domatic downward prolongation of dykes and dams in above-mentioned second extension, and above-mentioned siphon spillway also includes
Extend to inclination outflow portion and opening and closing valve is set in the end for flowing obliquely into portion side from the above-mentioned portion's insertion dykes and dams that flow obliquely into
Water level regulation pipe.
In addition, above-mentioned siphon spillway is also equipped with more than one arm, one arm above is arranged at above-mentioned
The end for flowing obliquely into portion side of water level regulation pipe, adjusts the water level of another height and arranges opening and closing valve at one end.
In addition, above-mentioned siphon spillway is also equipped with air discharge portion, the lower end of the air discharge portion is adjacent to above-mentioned inclination stream
Enter the top of the full water groove in portion and set, be bent to form and extend upward so that upper-end part of driving is on extension, and sets in centre
Put opening and closing valve.
In addition, the regulation depth of water of the present invention carries out the water fetching device of selective withdrawal, it is characterised in that：Also overflow including siphon
Big vast road, the siphon spillway possesses and above-mentioned flow obliquely into portion, above-mentioned inclination outflow portion and extend to be formed from the above-mentioned portion of flowing obliquely into
And across the second extension of dykes and dams；Wherein, the above-mentioned portion that flows obliquely into is inclined upwardly to be formed from effluent trough to the plane of dykes and dams, on
State inclination outflow portion to be formed along the domatic downward-sloping prolongation of dykes and dams in above-mentioned second extension；Above-mentioned siphon spillway also has
Standby air discharge portion, the one end of the air discharge portion sets, Curved adjacent to the top of the above-mentioned full water groove for flowing obliquely into portion
Into and upward extend so that the other end be located at the second extension on；Above-mentioned siphon spillway is formed siphon by multiple composition
Spillway group；The above-mentioned air discharge portion of each above-mentioned siphon spillway includes being bent to form above-mentioned the in above-mentioned siphon spillway
Simultaneously insertion is connected to the discharge pipe upper end on the top of above-mentioned second extension on two extensions, and flows obliquely into portion adjacent to above-mentioned
Full water groove water level and set and be separated by upward the discharge pipe bottom of prolongation；Adjacent above-mentioned discharge pipe bottom from upper
The each standoff distance for stating the full water groove water level in the portion of flowing obliquely into is gradually distance from from adjacent above-mentioned discharge pipe bottom and sets, with reality
The outflow successively of the storage water of existing reservoir.
As described above, according to the present invention, it is possible to provide a kind of utilization float assembly adjusts the position in the water intaking portion for being fetched water
With the water fetching device that the regulation depth of water for obtaining the obtained superficial water of the water of desired depth carries out selective withdrawal.
In addition, according to the present invention, it is possible to provide a kind of that the outflow that discharge is automatically adjusted according to flow velocity is arranged in flow export side
Quantity regulating device, to reduce discharge when flow velocity is fast, increases discharge when flow velocity is slow, so as to reduce stream automatically to greatest extent
The regulation depth of water of the variation of output carries out the water fetching device of selective withdrawal.
In addition, according to the present invention, it is possible to provide even if a kind of lower end in siphon spillway is integrally formed extension not have
The regulation depth of water that the standby other dirty tank of concrete can also obtain siphonage carries out the water fetching device of selective withdrawal.
In addition, according to the present invention, it is possible to provide a kind of the water level of dykes and dams or reservoir to be divided into into highest full-water level, normal full water
The various stages of position and minimum full-water level carry out draining, and so as to effectively utilizes water resource, supply is sufficiently adjusted with water and smoothly
The regulation depth of water of flood carries out the water fetching device of selective withdrawal.
In addition, according to the present invention, it is possible to provide a kind of storage water of discharging stage by stage adjusts small-scale dykes and dams with a point multiple stages
Or the water level of reservoir, so as to effectively discharge storage water, and the regulation water of flood is smoothly adjusted when flood occurs or rainfall is concentrated
The water fetching device of selective withdrawal is carried out deeply.
Description of the drawings
Fig. 1 carries out the water fetching device front elevation of selective withdrawal for the regulation depth of water of first embodiment of the invention；
Fig. 2 carries out the water intaking portion front of the water fetching device of selective withdrawal for the regulation depth of water of first embodiment of the invention
Figure；
Fig. 3 carries out the water intaking portion stravismus of the water fetching device of selective withdrawal for the regulation depth of water of first embodiment of the invention
Figure；
Fig. 4 to Fig. 5 carries out the discharge of the water fetching device of selective withdrawal for the regulation depth of water of first embodiment of the invention
Adjustment portion transmissive side surfaces figure；
Fig. 6 carries out the isocon side of being formed of the water fetching device of selective withdrawal for the regulation depth of water of first embodiment of the invention
Formula front elevation；
Fig. 7 is the siphon spillway sectional view of second embodiment of the invention；
Fig. 8 is the dykes and dams or the sectional view on dam of the siphon spillway for arranging second embodiment of the invention；
Fig. 9 carries out the siphon spillway of the water fetching device of selective withdrawal for the regulation depth of water of third embodiment of the invention and cuts
Face figure；
Figure 10 is the outline longitdinal cross-section diagram of the common reservoir of the moisture storage capacity of the reservoir for comparing the second embodiment of the present invention；
Figure 11 carries out the siphon spillway of the water fetching device of selective withdrawal for the regulation depth of water of fourth embodiment of the invention
Skeleton diagram；
Figure 12 carries out the siphon spillway of the water fetching device of selective withdrawal for the regulation depth of water of fourth embodiment of the invention
Front elevation；
Figure 13, Figure 14 and Figure 15 are that the regulation depth of water for representing fourth embodiment of the invention carries out the water intaking dress of selective withdrawal
The outline service chart that the siphon spillway put is run successively according to the rising of full-water level.
* reference *
A：Siphon spillway F：Full-water level
W：Aqua storage tank D：Dykes and dams
1：Siphon main body 11：Flow obliquely into portion
12：Second extension 13：Incline outflow portion
15：Converter plant 18：Flow export
2：Air discharge portion 21：Discharge pipe upper end
22：Discharge pipe bottom 3：Arm
4：Water level regulation pipe 5：Lower end connecting tube
6：Top connecting tube 7：Notch connecting tube
23、33、41：Opening and closing valve 110：Water intaking portion
115：Water intaking hole 120：Inflow part
130：Buoyancy portion 150：First extension
212：Position fixing part 220：Control unit
227：Isocon 232：Fixed component
234：Flow out adjustable plate 236：Spring
Specific embodiment
Advantages of the present invention and feature and implementation method, become bright by the embodiment for combining accompanying drawing He will describe in detail
.But, the present invention is not limited by following embodiments and can realized by various forms, and the purpose of the present embodiment is intended to more preferably
The ground explanation present invention, understands for those skilled in the art and provides help, and the present invention only receives claim
The restriction of book.In this manual, identical reference refers to identical key element.
Below, the embodiment of the water fetching device for carrying out selective withdrawal to the regulation depth of water of the present invention with reference to accompanying drawing is carried out in detail
Describe in detail bright.
Fig. 1 carries out the water fetching device front elevation of selective withdrawal for the regulation depth of water of first embodiment of the invention；Fig. 2 is this
The regulation depth of water of invention first embodiment carries out the water intaking portion front elevation of the water fetching device of selective withdrawal；Fig. 3 is the present invention the
The regulation depth of water of one embodiment carries out the water intaking portion oblique view of the water fetching device of selective withdrawal；Fig. 4 to Fig. 5 is the present invention first
The regulation depth of water of embodiment carries out the discharge adjustment portion transmissive side surfaces figure of the water fetching device of selective withdrawal；And Fig. 6 is this
The regulation depth of water of bright first embodiment carries out the isocon generation type front elevation of the water fetching device of selective withdrawal.
As shown in Figures 1 to 6, the regulations depth of water of the invention carry out the water fetching device of selective withdrawal including water intaking portion 110,
Buoyancy portion 130, flow obliquely into portion 11, control unit 220 and incline outflow portion 13.
Here, selective withdrawal is referred to optionally obtain superficial water, mid-water and deep water by adjusting the depth of water.
The water intaking portion 110 of first embodiment includes water intaking hole 115, inflow part 120, weight portion, the first extension 150 and floats
Power portion 130.
Water intaking portion 110 takes pyrometric cone or inverted pyramid shape is advisable, and it is internal for empty to move the water to flow into.
Water intaking hole 115 is formed at below water intaking portion 110 central and is connected with the portion that flows obliquely into 11 so that superficial water is flowed into
Flow obliquely into portion 11.
Inflow part 120 is to form the projection of multiple trianglees in the upside in above-mentioned water intaking portion 110.
Here, it is preferred that inflow part 120 be formed at around the upside in water intaking portion 110 and with it is triangular shaped it is prominent formed,
But it is unrestricted.
That is, according to different water intaking purposes, inflow part 120 can project to be formed to change with semi-circular shape, polygonal shape
Water withdrawal.
Weight portion (not shown) is attached to above-mentioned water intaking portion 110 and the water by increasing the above-mentioned water intaking portion 110 of adjustment of weight
It is deep.
Longer prolongation is formed the one side of the first extension 150.
Four sides of first extension 150 around the upside in water intaking portion 110 be separated by identical angle extend to be formed or
One side around the upside in water intaking portion 110 extend to be formed and with the upside in above-mentioned water intaking portion 110 around identical height
To move the water to flow into above-mentioned water intaking hole 115.
Here, the first extension 150 plays a part of to increase water intaking area to increase the water intaking water draw rate of hole 115.
In addition, here, the first extension 150 is formed at the upside of inflow part 120 is advisable.
Buoyancy portion 130 is attached to above-mentioned water intaking portion 110 and applies buoyancy to above-mentioned water intaking portion 110.
Here, buoyancy portion 130 is incorporated into around the upside in water intaking portion 110 with tubulose or is symmetrically incorporated into around upside
Both sides are advisable.
The side for flowing obliquely into portion 11 is connected to above-mentioned water intaking hole 115 with the mobile superficial water for flowing into above-mentioned water intaking hole 115,
And when water intaking portion 110 is affected by above-mentioned buoyancy portion 130, weight portion and current and is moved adjustment length and position.
Here, flowing obliquely into portion 11 including position fixing part 212.
Position fixing part 212 is formed at the position of the part and constant tilt inflow part 11 contacted with ground.
That is, it is preferred that position fixing part 212 by the position of counterweight constant tilt inflow part 11 or by using ground and
The bonded block in portion 11 is flowed obliquely into, such as bolt combination etc. is fixed.
In addition, control unit 220 is connected and adjusts from above-mentioned water intaking portion 110 with the portion that flows obliquely into 11 and inclination outflow portion 13 inhaling
The water withdrawal of the superficial water for entering moves it to above-mentioned inclination outflow portion 13.
Here, control unit 220 also includes：First control valve, it is allowed to or the air outside blocking flow to control unit 220
It is internal；And air pump, the air of the inside of above-mentioned control unit 220 is expelled to into outside.
That is, it is preferred that control unit 220 outflow portion and is flowed obliquely in portion 11 by the output of control air pump and using inclining
Air flow formed vacuum state, produce siphonage, water withdrawal is adjusted with this.
Now, siphonage is in the portion that flows obliquely into 11 and inclination outflow portion 13 is filled up by water and the air of outside is blocked
In the state of occur, it is preferred that using suction pump (not shown) or isocon 227 make inclination outflow portion 13 by water fill up with maintain
Vacuum state.
Specifically, control unit 220 makes the air of outside flow into control unit by opening above-mentioned first control valve
Inside stops siphonage blocking the flowing of water, or by closing above-mentioned first control valve and booster air pump is by above-mentioned control
Air inside portion is expelled to outside to start siphonage.
That is, if opening the first control valve, water does not flow, and if the first control valve of closing and booster air pump, original
Flowing obliquely into the water in portion by control unit 220 and to flow to inclination outflow portion 13 and be discharged.
In addition, control unit may also include the control valve (not shown) of isocon 227 and second.
Here, the side of isocon 227 is submerged under the water surface, opposite side is combined with above-mentioned inclination outflow portion 13, will
Opposite side is moved to from the water of an above-mentioned side inflow, so as to induce siphonage.
In addition, the second control valve open water valve (not shown) is moving the water to flow into above-mentioned isocon 227, or close water valve with
The inflow of blocking water.
Inclining outflow portion 13 flows out the superficial water of the above-mentioned control unit 220 of inflow.
That is, it is preferred that incline outflow portion 13 is expelled to outside by the superficial water flowed into by control unit 220.
Here, above-mentioned inclination outflow portion 13 includes discharge adjustment portion, the discharge adjustment portion includes the He of fixed component 232
Flow out adjustable plate 234.
Fixed component 232 is fixed and is formed inside pipe.
The side for flowing out the flow export direction that adjustable plate 234 is plate-like, and water supply is flowed out is combined with fixation portions part hinge,
And the opposite side in the inflow entrance direction for flowing into of supplying water is combined by applying the spring of elasticity to inner side with fixation portions part.
Here, above-mentioned spring 236 can be tied by two ways with fixation portions part 232 and above-mentioned outflow adjustable plate 234
Close, with the combination of wind spring form between fixed component 232 and outflow adjustable plate 234, or above-mentioned fixation is incorporated in leaf spring form
The rear side of part 232 and outflow adjustable plate 234.
Therefore, the opposite side combined with fixed component 232 by spring 236 for flowing out adjustable plate 234 is beaten according to flow velocity
Open, to reduce discharge when flow velocity is fast, and discharge is not reduced when flow velocity is slow.
Here, spring 236 is according to the above-mentioned outflow adjustable plate of flow rate regulation 234 dozens for flowing through the water inside inclination outflow portion 13
The degree opened.
It is that is, different according to the opening degree of the outflow adjustable plate 234 of the flow velocity of water according to the intensity and torsion of spring 236,
Discharge is adjusted with this.
The more than one inflow part 120 for being formed at above-mentioned water intaking portion four sides in addition, above-mentioned inflow part 120 be combined with each other,
And it is above-mentioned flow obliquely into portion 11 and separate above-mentioned flow obliquely into portion 11 and be connected with above-mentioned water intaking portion.
In addition, above-mentioned buoyancy portion 130 adjusts buoyancy in a tubular form and by the air pressure inside regulation.
Fig. 7 is the siphon spillway A sectional views of second embodiment of the invention.
As shown in fig. 7, incline outflow portion 13 lower end, it is " V "-shaped to be combined with lower end connecting tube 5 and top connecting tube
6.The form that lower end connecting tube 5 extends in the flow export for inclining outflow portion 13 along horizontal direction, and top connecting tube 6 and lower end
The end connection of connecting tube 5 and upward inclined form.It is preferred that the up upper side end of connecting tube 6, notch connecting tube
7 extend to be formed with horizontal versions.
It is " V "-shaped because inclining outflow portion 13, lower end connecting tube 5 and top connecting tube 6, inclining outflow portion 13 and top
The mid portion of connecting tube 6 is possible to can hydrops.As described above, for the startup of siphon spillway A, water need to be filled up to inclination and flow out
The height that the major part of flow export 18 in portion 13 is submerged, and product plays such effect in the water of lower end connecting tube 5.
Above-mentioned lower end connecting tube 5, top connecting tube 6 and notch connecting tube 7 all with incline the identical material of outflow portion 13, class
As form, shape all-in-one-piece communicating pipe.It is therefore not necessary to for a certain amount of water of collecting on the outside of the downside of siphon spillway A
Form other dirty tank.Because lower end connecting tube 5 and top connecting tube 6 are cylinder tubular construction, therefore, it can be embedded in dykes and dams
Or the inside on dam.In addition, because water is expelled to outside by lower end connecting tube 5, top connecting tube 6 and notch connecting tube 7, therefore,
Without having to worry about the inside or leakage of the water penetration to dykes and dams or dam of its inside.
Fig. 8 is the dykes and dams or the sectional view of dam D of the siphon spillway A for arranging second embodiment of the invention.
As shown in figure 8, the siphon spillway A of the present invention possesses the formation one of alternative dirty tank and tank masonry wall
Lower end connecting tube 5, top connecting tube 6 and notch connecting tube 7, without the need for other external structure thing.Therefore, only with the excessive flood of siphon
There is no a little difficult, and flow exports 18 of the shape all-in-one-piece siphon spillway A on the downside of only opening in road A inductions siphonage
Under state, the inside on dykes and dams, dam is embedded in.
Now, the upper end of siphon spillway A will be covered with concrete structure etc., therefore, the utilization rate of its upper end
Also uprise.
That is, the upper portion of siphon spillway A can be used to make scape or as runway.In addition, applying to dykes and dams, dam
Man-hour, without the need in the other works of middle setting, as long as be automatically performed siphon by siphon spillway A is embedded in into inside overflowing
The function of big vast road A.In addition, can prevent to have water penetration to inside concrete or the dirty tank of concrete, tank masonry wall breakage etc.
Problem.
Fig. 9 carries out the siphon spillway A of the water fetching device of selective withdrawal for the regulation depth of water of third embodiment of the invention
Sectional view.
As shown in figure 9, the siphon that the regulation depth of water of third embodiment of the invention carries out the water fetching device of selective withdrawal is overflow
Big vast road A, including：Siphon main body 1, possess from aqua storage tank W to the upper end of dykes and dams D be inclined upwardly to be formed flow obliquely into portion 11, from
It is above-mentioned flow obliquely into portion 11 extend and across dykes and dams D the second extension 12 and above-mentioned second extension 12 along dykes and dams slope
Face down and extend the inclination outflow portion 13 for being formed；Water level regulation pipe 4, from above-mentioned siphon main body 1 the insertion dike of portion 11 is flowed obliquely into
Dam D is extended to and is inclined outflow portion 13 and arrange opening and closing valve 41 in the end of the side of the portion that flows obliquely into 11；Arm 3, is arranged at above-mentioned
The end for flowing obliquely into the side of portion 11 of water level regulation pipe 4, adjusts the water level of another height and arranges opening and closing valve 33 at one end；It is empty
Gas discharge unit 2, one end sets adjacent to the top of the above-mentioned full water groove for flowing obliquely into portion 11, be bent to form and extend upward with
The other end is located on extension, and valve 23 is opened and closed in middle setting.
Here, it is preferred that siphon main body 1 is the subordinate concept of siphon spillway A, be only include the portion of flowing obliquely into 11,
The form of two extensions 12 and inclination outflow portion 13.
In the third embodiment of the present invention, the only one of which of arm 3 of above-mentioned water level regulation pipe 4 is arranged at, but can basis
Need to arrange multiple to finely tune water level by differing heights.Siphon main body 1 inclination outflow portion 13 in be separated by regular intervals and
If converter plant 15 make the water of initial flow that waterfall effect is formed to bottom full of cocurrent, and rainbow is discharged by waterfall effect
The air in main body 1 is inhaled, so as to form vacuum state in siphon main body 1, completely siphon effect is shown.
Bottom 22 Jie Jin the winter highest full-water level of above-mentioned air discharge portion 2 moves up about than winter full-water level
2cm, and upper end 21 is communicated to the top of the second extension 12 of siphon main body 1.
Possessing the regulation depth of water of the third embodiment of the invention of said structure carries out the rainbow of water fetching device of selective withdrawal
Spillway A is inhaled, in the estimated water that need to be discharged in advance because of the rainfall for concentrating rainfall or flood etc. big in reservoir or to prevent collection
Middle rainfall or flood and need to be enough to reservoir storage water when carrying out the emergency drainage phase of draining, opening is arranged at water level regulation pipe
Opening and closing valve 41 on 4 simultaneously closes other opening and closing valves 33,23, then the water in aqua storage tank W is flowed into and flowed in water level regulation pipe 4
The inclination outflow portion 13 of siphon main body 1, therefore, the water for flowing into the inclination outflow portion 13 in siphon main body 1 is filled to converter plant
15 flow downward and form waterfall effect, and because the air in above-mentioned waterfall effect siphon main body 1 and the water for flowing out together are discharged,
Vacuum state is formed in siphon main body 1, makes the water in aqua storage tank W within several seconds or tens of seconds time by the rainbow of vacuum state
Main body 1 is inhaled, that is, is flowed obliquely into portion 11 and is flowed out and discharged by inclining outflow portion 13 through extension, so as to easily by the water of reservoir
Position maintains the water surface of emergency drainage phase.
Figure 10 is the outline longitdinal cross-section diagram of the common reservoir of the moisture storage capacity of the reservoir for comparing the second embodiment of the present invention.
In addition, agricultural irrigation water can be supplied in spring, in the winter or season in busy farming season in rainfall insufficient November to 2 months
Section, the water level of storing water to close dykes and dams height.This is because, in the winter time and busy farming season, because rainfall it is less, without worrying to send out
The situation that the water level in unboiled water storehouse steeply rises, in addition, it is desirable to many agricultural waters.As the peak level of the invention described above
Highest full-water level, when water exceedes winter highest full-water level and crosses the discharge of siphon main body 1, in the opening and closing pent shape of valve 23
Under state, the bottom 22 that air discharge portion 2 is passed through by the water of siphon main body 1 is made, so that the height of bottom 22 is less than full water
The height of position water, so that bottom 22 is by full-water level water light ratio, blocking air is flowed into, and full-water level water flow to siphon main body 1
Inclination outflow portion 13, and the water for flowing into the inclination outflow portion 13 in siphon main body 1 is filled to the cocurrent of converter plant 15 to bottom
Waterfall effect is formed, because the air in above-mentioned waterfall effect siphon main body 1 is together discharged with the water for flowing out, in siphon main body 1
Vacuum state is formed, above-mentioned siphon effect is automatically generated, water is easily drained, therefore, even if the water level of reservoir becomes than existing
Full-water level is high, also can be when more than winter highest full-water level, and automatically induction siphon effect effectively discharges water, so as to without having to worry about sending out
Life is inrushed or flood etc., and, as shown in figure 1, the moisture storage capacity highest 260% the more than existing full-water level can be stored
Water.
In addition, in the more 6～August part of rainfall, because without the need for water storage, therefore, can maintain to maintain an equal level with existing full-water level
The water level of arm 3.That is, open the opening and closing valve 33 of arm 3 in water level at ordinary times and close opening and closing valve 41,23, then in rainfall
When exceed normal full pool elevation when, water by arm 3 flow through water level regulation pipe 4 drop to incline outflow portion 13 siphon main body 1 simultaneously
It is filled to the cocurrent of converter plant 15 and forms waterfall effect to bottom, because of the air in above-mentioned waterfall effect siphon main body 1 and outflow
Water together discharge, vacuum state is formed in the siphon main body 1, the water in aqua storage tank W is led within several seconds or tens of seconds time
The siphon main body 1 of vacuum state is crossed, that is, is flowed obliquely into portion 11 and is flowed out and discharged by inclining outflow portion 13 through extension, so as to
Water of the summer more than normal full pool elevation is easily drained, the water level of reservoir is maintained into the water surface of normal full pool elevation.
Especially, in the third embodiment, when water level exceedes emergency drainage phase water level, to prevent because of dirty rivers bottom
It is dry, flowing water can not by and the corruption of caused rivers, when discharge can maintain a certain amount of water of rivers flowing water, open opening and closing
Valve 23,41 simultaneously closes opening and closing valve 33, then the water of reservoir is flowed by water level regulation pipe 4, so as to all the time can will be a certain amount of
Water is expelled to dirty, maintains the holocoenotic complete of dirty rivers, and if close opening and closing valve 41 and open opening and closing valve 33,
Till summer normal full pool elevation, by the flowing for continuing the flowing water to dirty rivers.
Figure 11 carries out the siphon spillway of the water fetching device of selective withdrawal for the regulation depth of water of fourth embodiment of the invention
Skeleton diagram.
As shown in figure 11, the regulation depth of water of fourth embodiment of the invention carry out the water fetching device of selective withdrawal siphon overflow
Big vast road A, including：Siphon main body 1, possess from aqua storage tank W to the upper end of dykes and dams D be inclined upwardly to be formed flow obliquely into portion 11, from
It is above-mentioned flow obliquely into portion 1 extend and across dykes and dams D the second extension 12 and above-mentioned second extension 12 along dykes and dams slope
Face down and extend the inclination outflow portion 13 for being formed；Siphon spillway group, portion is flowed obliquely into by multiple including its one end adjacent to above-mentioned
The top of 11 full water groove and set, be bent to form and upward extend so that the other end be located at the second extension 12 on air
Multiple siphon spillway A of discharge unit 2 are constituted.
Figure 12 is the multiple siphon spillways for possessing the air discharge portion with difference in height of fourth embodiment of the invention
Front elevation.
As shown in FIG. 11 and 12, the regulation depth of water of the fourth embodiment being made up of above-mentioned siphon spillway A is selected
Property water intaking the siphon spillway group of water fetching device include by above-mentioned second extension 12 being bent to form in above-mentioned siphon main body 1
Discharge pipe upper end that is upper and connect with the top of above-mentioned second extension 12, and adjacent to inclining as the above-mentioned of reservoir full-water level F
Tiltedly the water level of the full water groove of inflow part 11 and set and be separated by upward the above-mentioned air row that the discharge pipe bottom 22 of prolongation is constituted
Go out portion 2, and it is as shown in figure 12, it is the above-mentioned discharge pipe bottom 22 of the above-mentioned air discharge portion 2 for including above-mentioned siphon spillway A
The each standoff distance from the above-mentioned full water groove water level for flowing obliquely into portion 11, gradually become from adjacent above-mentioned discharge pipe bottom 22
Greatly, i.e., a series of siphon spillway group of the air discharge portion 2 for being gradually distance from and setting from full water groove water level.
Here, as follows suitable for the siphon principle of fourth embodiment：Uprise to cause the 4th enforcement when full-water level F of reservoir
The above-mentioned full water groove water level for flowing obliquely into portion 11 of example rises to the height of the above-mentioned discharge pipe bottom 22 of above-mentioned air discharge portion 2
Degree, then above-mentioned discharge pipe bottom 22 is closed by water, and because of the outflow water in above-mentioned air discharge portion 2 and above-mentioned siphon main body 1
The water surface rise, the air in above-mentioned air discharge portion 2 and above-mentioned siphon main body 1 is residued in, by above-mentioned inclination outflow portion 13
Gradually together it is expelled to outside above-mentioned siphon main body 1 with outflow water, and is to quickly complete above-mentioned discharge more really, it is real the 4th
It is many that inclined bottom surface face formation in the above-mentioned inclination outflow portion 13 of the above-mentioned siphon main body 1 for applying example is separated by regular intervals and sets
Individual converter plant 15, makes the bottom for flowing out the above-mentioned inclination outflow portion 13 of current direction initially flowed through in above-mentioned siphon main body 1 and fills
Expire these converter plants 15 and form waterfall effect, and by above-mentioned waterfall effect, discharge the air in siphon main body 1, residual
Air in above-mentioned siphon main body 1 and above-mentioned air discharge portion 2 is together expelled to outside above-mentioned siphon main body 1 with outflow water,
Therefore, as the water level of outflow water rises, vacuum state is gradually formed inside above-mentioned siphon main body 1, shows completely rainbow
Inhale effect.
Figure 13, Figure 14 and Figure 15 are that the regulation depth of water for representing fourth embodiment of the invention carries out the water intaking dress of selective withdrawal
The outline service chart that the siphon spillway put is run successively according to the rising of full-water level.
In addition, as described above, as shown in Figure 13, Figure 14 and Figure 15, if the inflow water yield for flowing into reservoir exceedes by phase upwards
Under the discharge pipe of about 2cm or so the distances closest to the above-mentioned full water groove water level for flowing obliquely into portion 11 as reservoir full-water level
The storage current water yield of the above-mentioned siphon spillway A (leftmost side siphon spillway in Figure 12) that end 22 is constituted, then reservoir
Full-water level will rise, and work as water level rising, then the above-mentioned full water groove water level for flowing obliquely into portion 11 also will rise, and by phase upwards
Every above-mentioned siphon spillway A (Figure 12 that the discharge pipe bottom 22 of about 4cm or so distances of the second close full water groove water level is constituted
In the siphon spillway of left side second) the water that risen by water level of above-mentioned discharge pipe bottom 22 close so that above-mentioned second
Siphon spillway A runs successively, and the outflow work of the storage water of reservoir is completed together with above-mentioned first siphon spillway A.
The operation of above-mentioned second siphon spillway A is identical with the operation of above-mentioned first siphon spillway A, therefore, it is right
Specific operation and operational effect will not be described here.
As described above, when flood occurs or rainfall is concentrated, caused by being the inflow water institute that reply flows into reservoir
The rising of water level, is forming each other the above-mentioned discharge pipe from the above-mentioned air discharge portion 2 for being contained in above-mentioned siphon spillway A
The difference in height of the standoff distance of the full water groove water level of bottom 22, so that constituting the regulation depth of water of fourth embodiment carries out selectivity
The above-mentioned siphon spillway A of the siphon spillway group of the water fetching device of water intaking, according to the rising of reservoir level, from above-mentioned discharge pipe
Bottom 22 first is started by the above-mentioned siphon spillway A that water logging does not have, and is singly run successively, until from above-mentioned air
The maximum siphon of the standoff distance (W1, W2, W3, W4, W5) of the full water groove water level of the above-mentioned discharge pipe bottom 22 of discharge unit 2 is overflow
Big vast road A (rightmost side siphon spillway in Figure 12), with this balancing reservoir full-water level.
In the fourth embodiment, above-mentioned siphon spillway group is made up of five siphon spillway A, but can be according to the rule of reservoir
The rule for discharging ground that precipitation statistic or discharge water when mould, the mean annual precipitation of corresponding area and concentration rainfall flows out
Mould determine siphon spillway A setting quantity, and, in the fourth embodiment, above-mentioned discharge pipe bottom 22 from full water groove
The standoff distance of water level is set to the equidistant of mutual 2cm, but scale, corresponding area of the above-mentioned standoff distance also dependent on reservoir
Mean annual precipitation and concentrate rainfall when precipitation statistic or discharge water flow out discharge ground scale be set to fit
The intervening gaps of conjunction.
Above-described embodiment only to illustrate rather than restriction, it will be understood by those within the art that, can be with
The present invention is modified, is deformed or equivalent.And without departing from the spirit and scope of the present invention, it all should cover
In the middle of scope of the presently claimed invention.The scope of the present invention is not limited by above-mentioned detailed description, and only according to claim
To determine, and the meaning of claim and scope and of equal value derived have altered or variant is included in model of the invention
Among enclosing.
Claims (18)
1. a kind of depth of water that adjusts carries out the water fetching device of selective withdrawal, it is characterised in that include：
Water intaking portion, including the water intaking hole for flowing into of supplying water；
Buoyancy portion, is attached to above-mentioned water intaking portion and provides buoyancy to above-mentioned water intaking portion；
Portion is flowed obliquely into, side is connected with above-mentioned water intaking portion, and opposite side is connected with control unit, and will be flowed into from above-mentioned water intaking portion
Water is moved to control unit；
Control unit, side is connected and moves the water that flows into above-mentioned water intaking hole with the above-mentioned portion of flowing obliquely into, and opposite side flows out with inclining
Portion connects, and adjusts the water withdrawal of the water that above-mentioned inclination outflow portion is sucked and be moved to from above-mentioned water intaking portion；And
Outflow portion is inclined, the water for flowing into above-mentioned control unit flows out；
Wherein, above-mentioned water intaking portion forms multiple projections around the upside in above-mentioned water intaking portion and extends prominent inflow part, and
Above-mentioned water intaking portion also includes the first extension, and four sides of first extension around the upside in above-mentioned water intaking portion is being separated by
Identical angle extends the one side to be formed or around the upside in above-mentioned water intaking portion and extends to be formed, and above-mentioned first extension with
Highly formed with identical around the upside in above-mentioned water intaking portion, so as to move the water to flow into above-mentioned water intaking hole.
2. the depth of water that adjusts according to claim 1 carries out the water fetching device of selective withdrawal, it is characterised in that：Above-mentioned
One extension, above-mentioned inflow part is formed at upside.
3. the depth of water that adjusts according to claim 1 carries out the water fetching device of selective withdrawal, it is characterised in that：Above-mentioned inclination
Inflow part with shredded form be formed to above-mentioned water intaking portion because affected by above-mentioned buoyancy portion, weight portion and current and up and down
Adjustment length and position when mobile, and the above-mentioned portion of flowing obliquely into also includes being formed at the part contacted with ground to fix its position
Position fixing part.
4. the depth of water that adjusts according to claim 1 carries out the water fetching device of selective withdrawal, it is characterised in that：
Above-mentioned inclination outflow portion includes discharge adjustment portion, and the discharge adjustment portion includes：Fixed component, fixation is formed in pipe
Portion；And adjustable plate is flowed out, plate-like, the side in the flow export direction flowed out of supplying water is combined with fixation portions part hinge, and is supplied
The opposite side in the inflow entrance direction that water is flowed into is combined by applying the spring of elasticity to inner side with fixation portions part.
5. the depth of water that adjusts according to claim 1 carries out the water fetching device of selective withdrawal, it is characterised in that：
Above-mentioned control unit also includes：First control valve, it is allowed to or the air outside blocking flow to the inside of control unit；And gas
Pump, by the air of the inside of above-mentioned control unit outside is expelled to；
Wherein, above-mentioned control unit by opening above-mentioned first control valve stops the inside that the air of outside flows into control unit
Siphonage blocking the flowing of water, or by closing above-mentioned first control valve and booster air pump by inside above-mentioned control unit
Air is expelled to outside to start siphonage.
6. the depth of water that adjusts according to claim 1 carries out the water fetching device of selective withdrawal, it is characterised in that：
Above-mentioned control unit also includes：Isocon, side is submerged under the water surface, and opposite side is combined with above-mentioned inclination outflow portion, with
Opposite side will be moved to from the water of an above-mentioned side inflow, so as to induce siphonage；Second control valve, open water valve is so that water
Above-mentioned isocon is flowed into, or closes water valve to block the inflow of water.
7. the depth of water that adjusts according to claim 1 carries out the water fetching device of selective withdrawal, it is characterised in that：Above-mentioned buoyancy
Portion adjusts buoyancy in a tubular form and by the air pressure inside regulation.
8. the depth of water that adjusts according to claim 1 carries out the water fetching device of selective withdrawal, it is characterised in that：The regulation
The depth of water carries out the water fetching device of selective withdrawal also includes siphon spillway, the siphon spillway possess it is above-mentioned flow obliquely into portion,
Above-mentioned inclination outflow portion and extending from the above-mentioned portion of flowing obliquely into be formed and across the second extension of dykes and dams；
Wherein, the above-mentioned portion that flows obliquely into is upwardly formed from effluent trough to the upper end of dykes and dams, and above-mentioned inclination outflow portion is above-mentioned second
Extension is formed down along the domatic of dykes and dams, and in the lower end of above-mentioned inclination outflow portion lower end connecting tube is connected, and upper
The end side for stating lower end connecting tube forms the top connecting tube being upwardly formed.
9. the depth of water that adjusts according to claim 8 carries out the water fetching device of selective withdrawal, it is characterised in that：On above-mentioned
The end of square connecting tube is also equipped with the notch connecting tube of horizontal direction.
10. the depth of water that adjusts according to claim 8 carries out the water fetching device of selective withdrawal, it is characterised in that：On above-mentioned
The opening of square connecting tube is located at the position higher than above-mentioned lower end connecting tube inner bottom surface.
11. depth of waters that adjust according to claim 9 carry out the water fetching device of selective withdrawal, it is characterised in that：Above-mentioned groove
The interior lower end face of mouth connecting tube is located at the position higher than above-mentioned lower end connecting tube inner bottom surface.
12. depth of waters that adjust according to claim 8 carry out the water fetching device of selective withdrawal, it is characterised in that：On above-mentioned
The open lower end of square connecting tube is highly located at the position lower than the upper surface inside above-mentioned lower end connecting tube.
13. depth of waters that adjust according to claim 9 carry out the water fetching device of selective withdrawal, it is characterised in that：Above-mentioned groove
The interior lower end face of mouth connecting tube is located at the position lower than the upper surface inside above-mentioned lower end connecting tube.
14. depth of waters that adjust according to claim 8 carry out the water fetching device of selective withdrawal, it is characterised in that：Above-mentioned
In the connecting tube of lower end water with it is certain it is highly-filled wherein so that a little air is flowed into inside above-mentioned inclination outflow portion.
15. depth of waters that adjust according to claim 1 carry out the water fetching device of selective withdrawal, it is characterised in that：The tune
The deep water fetching device for carrying out selective withdrawal of water saving also includes siphon spillway, and the siphon spillway possesses above-mentioned flowing obliquely into
Portion, above-mentioned inclination outflow portion and extending from the above-mentioned portion of flowing obliquely into be formed and across the second extension of dykes and dams；Wherein, it is above-mentioned to incline
Tiltedly inflow part is inclined upwardly to be formed from effluent trough to the plane of dykes and dams, and above-mentioned inclination outflow portion is in above-mentioned second extension along dike
Dam it is domatic downward prolongation formed, and above-mentioned siphon spillway also include from it is above-mentioned flow obliquely into portion's insertion dykes and dams extend to it is above-mentioned
Incline outflow portion and the water level regulation pipe of opening and closing valve is set in the end for flowing obliquely into portion side.
16. depth of waters that adjust according to claim 15 carry out the water fetching device of selective withdrawal, it is characterised in that：Above-mentioned rainbow
Inhale spillway and be also equipped with more than one arm, one arm above is arranged at flowing obliquely into for above-mentioned water level regulation pipe
The end of portion side, adjusts the water level of another height and arranges opening and closing valve at one end.
17. depth of waters that adjust according to claim 15 carry out the water fetching device of selective withdrawal, it is characterised in that：Above-mentioned rainbow
Inhale spillway and be also equipped with air discharge portion, the lower end of the air discharge portion is adjacent to the top of the above-mentioned full water groove for flowing obliquely into portion
If being bent to form and extending upward so that upper-end part of driving is on above-mentioned second extension, and is opened and closed valve in middle setting.
18. depth of waters that adjust according to claim 1 carry out the water fetching device of selective withdrawal, it is characterised in that：The tune
The deep water fetching device for carrying out selective withdrawal of water saving also includes siphon spillway, and the siphon spillway possesses above-mentioned flowing obliquely into
Portion, above-mentioned inclination outflow portion and extending from the above-mentioned portion of flowing obliquely into be formed and across the second extension of dykes and dams；Wherein, it is above-mentioned to incline
Tiltedly inflow part is inclined upwardly to be formed from effluent trough to the plane of dykes and dams, and above-mentioned inclination outflow portion is in above-mentioned second extension along dike
The domatic downward-sloping prolongation on dam is formed；Above-mentioned siphon spillway is also equipped with air discharge portion, the one end of the air discharge portion
Set adjacent to the top of the above-mentioned full water groove for flowing obliquely into portion, be bent to form and extend upward so that the other end is positioned at above-mentioned
On second extension；Above-mentioned siphon spillway is formed siphon spillway group by multiple composition；Each above-mentioned siphon spillway it is upper
State that air discharge portion includes being bent to form on above-mentioned second extension of above-mentioned siphon spillway and insertion is connected to above-mentioned the
The discharge pipe upper end on the top of two extensions, and the neighbouring above-mentioned full water groove for flowing obliquely into portion water level and set and phase upward
Every the discharge pipe bottom for extending；Adjacent above-mentioned discharge pipe bottom from each of the above-mentioned full water groove water level for flowing obliquely into portion
Standoff distance is gradually distance from from adjacent above-mentioned discharge pipe bottom and sets, to realize the outflow successively of the storage water of reservoir.
Applications Claiming Priority (2)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| KR10-2013-0099363 | 2013-08-22 | ||
| KR1020130099363A KR101591985B1 (en) | 2013-08-22 | 2013-08-22 | Floating type water intake system that selectively controls water depth by buoyancy device |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN104420499A CN104420499A (en) | 2015-03-18 |
| CN104420499B true CN104420499B (en) | 2017-04-12 |
Family
ID=52970560
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201410154905.4A Expired - Fee Related CN104420499B (en) | 2013-08-22 | 2014-04-17 | Water fetching apparatus for adjusting water depth to selectively fetch water |
Country Status (3)
| Country | Link |
|---|---|
| KR (1) | KR101591985B1 (en) |
| CN (1) | CN104420499B (en) |
| TW (1) | TW201508133A (en) |
Families Citing this family (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR20160118067A (en) | 2015-04-01 | 2016-10-11 | 김준배 | water-intake apparatus having water purification function |
| CN104805807B (en) * | 2015-05-05 | 2016-08-24 | 华北水利水电大学 | Reservoir normal-temperature water crosses dam system |
| KR101654472B1 (en) * | 2015-05-29 | 2016-09-09 | 부경대학교 산학협력단 | Water intake appartus of variable height water intake hole and water intake method using the same |
| KR102111796B1 (en) * | 2018-11-16 | 2020-05-15 | 한국건설기술연구원 | Algae removal and selective water-intake system with floating siphon connected with water-quality sensor, and method for the same |
| CN111335404B (en) * | 2020-02-24 | 2020-12-22 | 乐清市川嘉电气科技有限公司 | Cascade pump station water delivery device based on dynamic balance |
| CN113216322B (en) * | 2021-04-29 | 2022-08-05 | 重庆泓源渗滤取水科技有限公司 | Aquifer water taking system and construction method thereof |
| CN113775575B (en) * | 2021-09-24 | 2023-03-10 | 山东水总有限公司 | Siphon type water diversion system and water diversion method |
| NO20220592A1 (en) * | 2022-05-19 | 2023-11-20 | Jarala As | Method and device for removing stones from a pond |
| KR102585648B1 (en) * | 2022-07-19 | 2023-10-10 | 한국건설기술연구원 | Bimetal-oxide absorbent for removing sulfur compound gas contaminants, and manufacturing method for the same |
| KR102593197B1 (en) | 2023-07-26 | 2023-10-24 | 경민수 | Method for manufacturing high-strength concrete block resistant to salt and smart road pavement system using the same |
Family Cites Families (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR970011250B1 (en) * | 1994-07-02 | 1997-07-08 | 남귀필 | Obtaining device in a reservoir |
| JPH08120650A (en) * | 1994-10-19 | 1996-05-14 | Marushima Sangyo Kk | Surface water-intake apparatus |
| CN2268726Y (en) * | 1995-11-18 | 1997-11-26 | 陈鹤聪 | Water drainage with automatically floating soil resistant, water absorbing and bottomless valve |
| KR200401284Y1 (en) * | 2005-08-24 | 2005-11-15 | 인정웅 | V-notch type Siphon Spillway |
| KR100780743B1 (en) * | 2006-08-09 | 2007-11-30 | 고수부 | Siphon spillways |
| KR200435888Y1 (en) * | 2007-01-24 | 2007-03-02 | 이지혁 | drainage device of surface fluid |
| TW200928052A (en) * | 2007-12-17 | 2009-07-01 | Yi-Ping Li | Water accessing system utilizing wave level difference |
| KR20110009781U (en) * | 2010-04-08 | 2011-10-14 | 코지텍 주식회사 | siphon spillway |
| CN102261108B (en) * | 2011-06-29 | 2013-05-22 | 西安建筑科技大学 | Hydraulic floating selective water getting device |
| CN104411983B (en) * | 2012-06-04 | 2017-05-24 | 水箱有限公司 | Method and apparatus for lifting of a mass of water |
-
2013
- 2013-08-22 KR KR1020130099363A patent/KR101591985B1/en active IP Right Grant
-
2014
- 2014-04-16 TW TW103113842A patent/TW201508133A/en not_active IP Right Cessation
- 2014-04-17 CN CN201410154905.4A patent/CN104420499B/en not_active Expired - Fee Related
Also Published As
| Publication number | Publication date |
|---|---|
| KR20150022071A (en) | 2015-03-04 |
| TW201508133A (en) | 2015-03-01 |
| KR101591985B1 (en) | 2016-02-04 |
| CN104420499A (en) | 2015-03-18 |
| TWI560342B (en) | 2016-12-01 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN104420499B (en) | Water fetching apparatus for adjusting water depth to selectively fetch water | |
| CN206371178U (en) | A kind of modularization ecology for maintaining output sets pond | |
| CN208533682U (en) | Building afforests water storage level controling mechanism | |
| CN113931286A (en) | Sponge urban water storage and drainage structure | |
| CN111705589B (en) | Rainwater collection system of hollow water-permeable curb | |
| CN107750908B (en) | Rain collecting pool and automatic water supplementing irrigation system for arid region | |
| RU2636944C1 (en) | Sand and gravel trap | |
| KR102259684B1 (en) | Water collecting type fish way having water pressure reduction function | |
| CN208586830U (en) | A kind of gardens stair | |
| CN108301459B (en) | Enclose type integrated rainwater collecting water economizer, installation method and throttling method thereof | |
| CN210585613U (en) | Water curtain wall capable of uniformly distributing water | |
| JP3927904B2 (en) | Fishway equipment | |
| CN207863036U (en) | Enclosure formula integration rain collecting and water saving device | |
| CN103015373B (en) | Automatically-controlled water level weir gate | |
| KR200380460Y1 (en) | siphon spillway | |
| KR101675310B1 (en) | Multi-stage spiral basement inlet | |
| KR101573034B1 (en) | Floating Dam and Controlling Method of Water Level using such Floating Dam | |
| CN107698048A (en) | A kind of riverway water quality purification processing pushes away water installations and its Water quality restoration method | |
| KR100644356B1 (en) | siphon spillway | |
| KR100420101B1 (en) | flow controller for reservoir of sewage treatments | |
| KR200225139Y1 (en) | flow controller for reservoir of sewage treatments | |
| TWI255306B (en) | Flood protection method for urban area and drainage head with automatic adjustment of water discharge therefor | |
| CN115012355B (en) | River flood prevention and development integrated system and method | |
| CN216385910U (en) | Underground water level early warning and waterlogging prevention facility | |
| CN107130901A (en) | A kind of forms spray dust prevention system |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20170412 Termination date: 20200417 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |