CN1434172A - Hydraulic automatic constant water level downflow weir - Google Patents
Hydraulic automatic constant water level downflow weir Download PDFInfo
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- CN1434172A CN1434172A CN 03118534 CN03118534A CN1434172A CN 1434172 A CN1434172 A CN 1434172A CN 03118534 CN03118534 CN 03118534 CN 03118534 A CN03118534 A CN 03118534A CN 1434172 A CN1434172 A CN 1434172A
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- pond
- water
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Abstract
The hydraulic automatic constant level downflow weir installation includes water pool, water-supplying pipe communicated with water pool, water inlet pipe and overfall. The water pool is formed from upstream water pool and downstream water pool, the upstream water pool and downstream water pool are communicated by means of vertical channel, the water-supplying pipe and water inlet pipe are communicated with up stream water pool, and the interior of the vertical channel is equipped with a balance box body capable of upward and downward moving along the vertical channel, and a rectangular thin-wall weir plate is fixedly connected with one side of upper end of balance body near by downstream. It can utilize hydraulic force to automatically regulate overflow quantity to retain constant level.
Description
Technical field
The present invention relates to a kind of automatic weir of water level stabilized by waterpower device.
Background technology
When relating to the application of waterpower or hydraulic engineering test or engineering, usually need constant water level or head, make flow dispensing or control convenient, and reach certain precision.As in tests such as water conservancy project, hydraulics, simulating river, the stable level of watering is very important, and it can guarantee the test flow dispensing accurately, and flow is easy to regulate, thereby has improved the simulation precision of test.In the realistic model test, because water supply flow Q
SupplyOften unstable because of factor affecting such as voltage, reservoir levels; Test water Q
WithAt any time regulate because of the test requirements document meeting, also can cause the watering SEA LEVEL VARIATION.The variation of watering water level (or pressure head) directly influences the dispensing precision of test water, thereby influences the confidence level of result of the test.
The test place that certain scale is at home and abroad arranged all can be built a par pond and come stable water supply source water level.And have the many places bypass channel at the pond end face, expand overflow forward position length by bypass channel; Be connected to water inlet pipe and outlet pipe in the bottom, pond, supply water in the pond from water inlet pipe, by outlet pipe dispensing model testing water by supply-water pump.In the test, require Q
Supply＞Q
WithThe current Q of its redundance
Overflow(Q
Overflow=Q
Supply-Q
With) overflow by bypass channel, the water level that can keep watering like this is constant relatively.In fact, Q
OverflowBe about depth of water flowing over weir H
OverflowFunction, i.e. Q
Overflow=f (H
Overflow), Q
OverflowChange can cause H
OverflowVariation, in fact be exactly that the pond middle water level is non-constant, have only the par pool area enough big, par pond working head is also bigger, and realistic model test water flow and variability thereof be when little, and the pond middle water level can think that just approximately constant is constant, and test water flow dispensing precision just may reach requirement.But in the practical application, the par pond often is subjected to the restriction in space, place, and area generally can be very not big, and working head is not high yet.If the model testing flow that carries out is relatively large, Flow-rate adjustment is more frequent in the process of the test, and middle water level luffing in pond is bigger in this case, will produce bigger influence to the dispensing of test water flow.Particularly, if need in test control valve to obtain a certain flow, even this moment, needed flow was also regulated and control very accurately in instantaneous time, but because change has taken place in the dispensing flow, thereby can cause that par pond middle water level changes, just test delivery head and change, this changes influences the dispensing flow that has just regulated subsequently again conversely.If the good a certain flow of artificial regulatory, often need repeatedly revising repeatedly of long period, could obtain to satisfy a certain flow of required precision, but this also just could realize under the situation that is not subjected to the time conditions restriction, and need the test of analogue flow rate dispensing process for those, the also simulation of life period is subjected to the restriction of time in test, and will discharge accurate flow and may realize hardly this moment.And in such simulated test, accurately do not simulate Variations in Flow Changes, may cause the test simulation distortion fully.In addition, the dispensing flow can change par pond middle water level, the variation of water level influences flow again conversely, this influence lags behind in time, lag time, length was relevant with the current inertia of whole water system usually, was difficult to eliminate this influence by the way of manual adjustment control or dynamo-electric regulation and control.Therefore, obtaining constant water level by the par pond, is an approximate processing method, and can not really reach the purpose of constant water level (or working head).
Summary of the invention
Problem to be solved by this invention provides a kind of automatic weir of water level stabilized by waterpower device, and this device can be regulated spillway discharge automatically, and makes water level constant.
Technical scheme provided by the invention is: a kind of automatic weir of water level stabilized by waterpower device, comprise pond, the feed pipe that is communicated with the pond, water inlet pipe and overfall, it is characterized in that: the pond is made of pond, upstream and pond, downstream, pond, upstream and pond, downstream are connected by Vertical Channel, feed pipe and water inlet pipe are communicated with the pond, upstream, be provided with the balance box that can move up and down along Vertical Channel in the Vertical Channel, the balance box upper end is fixedly connected with a rectangular thin-wall weir plate by downstream one side.
Above-mentioned Vertical Channel and balance box are corresponding cuboid.
Above-mentioned Vertical Channel and box perispore are smooth or be provided with several guide wheels, the moving up and down of loose confined equilibrium casing.
The present invention utilizes waterpower to regulate spillway discharge automatically dexterously, changes according to coming the variation of flow, and promptly automatic reduction of balance box overflows it walk when coming flow to increase; Balance box raises automatically when coming flow to reduce, and guarantees that the pond middle water level is invariable, thereby has realized real constant water level.Compare with the par pond in the practical application, the principle and the method for the automatic overflow weir constant water level among the present invention have had brand-new change, improved the precision of constant water level widely, and floor space are little, stable performance, and cost is low.
Description of drawings
Fig. 1 is a structural representation of the present invention;
Fig. 2 is the vertical view of Fig. 1.
The specific embodiment
The invention will be further described below in conjunction with drawings and Examples:
As shown in Figure 1 and Figure 2, the present invention includes pond, upstream 1 and pond, downstream 2, pond, upstream overfall 11 and pond, downstream overfall 12, the test feed pipe 8 that is communicated with pond, upstream 1 and water inlet pipe 7, pond, upstream 1 and pond, downstream 2 are connected by Vertical Channel, be provided with the balance box 5 that can move up and down along Vertical Channel in the Vertical Channel, Vertical Channel or balance box sidewall are provided with sliding wheel 9, fixing rectangular thin-wall weir plate 4 by pond, upstream overfall 11 1 sides on the balance box 5, with casing 5 one liftings; Vertical Channel is cuboid; Balance box 5 is the cuboid empty van, and end portion places pond, downstream 2, in the effect of the uplift pressure F that is subjected to Chi Shui at the bottom of the case on 6 and balance.The side is level and smooth around the casing 5, relies on the peripheral guide wheel 9, can the lifting along with the change of heavy G of upper end water and lower end uplift pressure F.Because the only anti-casing of guide wheel 9 and constraint positioning beam 10 topples, so the generation sliding-frictional resistance is very little, can ignore.The peripheral clearance of Vertical Channel and casing 5 should satisfy the output of its water leakage less than pond, upstream 1.Leak along peripheral clearance, can be used for replenishing the water yield in the pond, downstream 2.Pond, downstream 2 peripheries have enough free overflow width, and the balance box 5 peripheral clearance leakages and the water yield of sinking to arranging because of balance box 5 can overflow thus; When balance box 5 rose automatically, the lower end displacement can reduce, and the water body of this variation can replenish by water leakage is very fast.Therefore, the water level 14 in the pond, downstream 2 remains unchanged basically.
Above-mentioned water inlet pipe 7 and test feed pipe 8 arrange that how many relations are little, and the position is as far as possible near balance box 5, so that precision is higher.Casing 5 size dimensions should be considered the requirement of output and bleeder quantity, and in general, casing 5 cross-sectional areas are not more than 1 square metre, enough satisfy general adjusting water level requirement of supplying water.Be unlikely to topple when fluctuating in order to keep casing 5, positioning beam 10 and sliding wheel 9 in that its periphery is provided with should not retrain too tightly to casing 5, in order to avoid tank wall generation frictional force is influenced the precision of constant water level.The current that overflow from rectangular thin-wall weir plate 4 enter sluicing groove 3 under the overfall 11 through overfall 11, rush down downstream from sluicing groove 3, should not directly spew out into pond, downstream 2.Relatively stable in order to guarantee pond, downstream 2 waters surface, the area in pond, downstream 2 is big as far as possible, generally have 4 square metres enough, and peripheral overflow length along the line in pond is also long as far as possible.
The weight W of casing 5 is in case determine that water level 13 has just been determined on the overflow weir.If under a certain state, casing 5 lower parts are immersed in the water in pond, downstream 2 and are in equilibrium state, when supplying water or water changes and when making water level 13 that the trend of reduction be arranged, balance box 5 can rise automatically, reduces overflow to keep the stable of water level 13; When water level 13 had trend of rising, balance box 5 can descend automatically, increased overflow and kept the stable of water level 13.In general, as long as there is overflow to exist on the automatic overflow weir, it is the energy operate as normal just, and the water level of keeping its control is constant.
Claims (3)
1. automatic weir of water level stabilized by waterpower device, comprise pond, the feed pipe that is communicated with the pond, water inlet pipe and overfall, it is characterized in that: the pond is made of pond, upstream and pond, downstream, pond, upstream and pond, downstream are connected by Vertical Channel, feed pipe and water inlet pipe are communicated with the pond, upstream, be provided with the balance box that can move up and down along Vertical Channel in the Vertical Channel, the balance box upper end is fixedly connected with a rectangular thin-wall weir plate by downstream one side.
2. device according to claim 1 is characterized in that: Vertical Channel and balance box are corresponding cuboid.
3. device according to claim 1 and 2 is characterized in that: Vertical Channel and box perispore are smooth or be provided with several guide wheels, the moving up and down of loose confined equilibrium casing.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNB031185347A CN1174301C (en) | 2003-01-27 | 2003-01-27 | Hydraulic automatic constant water level downflow weir |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNB031185347A CN1174301C (en) | 2003-01-27 | 2003-01-27 | Hydraulic automatic constant water level downflow weir |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN1434172A true CN1434172A (en) | 2003-08-06 |
| CN1174301C CN1174301C (en) | 2004-11-03 |
Family
ID=27634410
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CNB031185347A Expired - Fee Related CN1174301C (en) | 2003-01-27 | 2003-01-27 | Hydraulic automatic constant water level downflow weir |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN1174301C (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104281165A (en) * | 2014-10-17 | 2015-01-14 | 四川大学 | Stability adjusting device for quickly adjusting simulation reservoir level of pressure effluent model experiment |
| CN106647831A (en) * | 2016-10-20 | 2017-05-10 | 西安理工大学 | Test device and control method for controlling underground water level balance |
| CN106759138A (en) * | 2017-02-28 | 2017-05-31 | 武汉大学 | Water-gas combined balance waterpower automatic overflow weir |
-
2003
- 2003-01-27 CN CNB031185347A patent/CN1174301C/en not_active Expired - Fee Related
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104281165A (en) * | 2014-10-17 | 2015-01-14 | 四川大学 | Stability adjusting device for quickly adjusting simulation reservoir level of pressure effluent model experiment |
| CN104281165B (en) * | 2014-10-17 | 2016-09-21 | 四川大学 | The tune stabilization device of extrusion flow model test simulation reservoir level is had for quickly adjusting |
| CN106647831A (en) * | 2016-10-20 | 2017-05-10 | 西安理工大学 | Test device and control method for controlling underground water level balance |
| CN106759138A (en) * | 2017-02-28 | 2017-05-31 | 武汉大学 | Water-gas combined balance waterpower automatic overflow weir |
Also Published As
| Publication number | Publication date |
|---|---|
| CN1174301C (en) | 2004-11-03 |
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