US1692127A - Emergency closure for hydraulic intakes - Google Patents
Emergency closure for hydraulic intakes Download PDFInfo
- Publication number
- US1692127A US1692127A US165905A US16590527A US1692127A US 1692127 A US1692127 A US 1692127A US 165905 A US165905 A US 165905A US 16590527 A US16590527 A US 16590527A US 1692127 A US1692127 A US 1692127A
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- US
- United States
- Prior art keywords
- gate
- closure
- water
- intake
- intakes
- 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 - Lifetime
Links
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 25
- 230000002159 abnormal effect Effects 0.000 description 9
- 230000000694 effects Effects 0.000 description 2
- 238000011144 upstream manufacturing Methods 0.000 description 2
- 241000125205 Anethum Species 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 230000000284 resting effect Effects 0.000 description 1
- 238000004804 winding Methods 0.000 description 1
Images
Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02B—HYDRAULIC ENGINEERING
- E02B9/00—Water-power plants; Layout, construction or equipment, methods of, or apparatus for, making same
- E02B9/02—Water-ways
- E02B9/022—Closures
-
- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02E—REDUCTION OF GREENHOUSE GAS [GHG] EMISSIONS, RELATED TO ENERGY GENERATION, TRANSMISSION OR DISTRIBUTION
- Y02E10/00—Energy generation through renewable energy sources
- Y02E10/20—Hydro energy
Definitions
- This invention relates to emergency closures for hydraulic intakes for power plants and the like, which closures are for the purpose of cutting off the flow of water through the intake in the case of an abnormal rush of water such as is likely to take place in the event of trouble in the power plant. In such cases, owing to the abnormal rush of water,
- My object therefore is to devise an arrangement whereby the seating ot-the closure will be controlled to such an extent that its movement is very slow by the time it reaches the seat, thus avoiding the danger of damage due to slammingof the closure against the seat.
- .1 attain my object by, providing in conjunction with the closure member a check gate which is arranged in such a manner that, as the closure member moves towards its seat, the pressure on the check gate is gradually increased, thus counteracting the effect of the water on the closure member sufiiciently to check the momentum ofthe latter.
- Fig. 1 is a sectional view of the mouth. of the intake showing my improved emergency closure in open position;
- Fig. 2 is a detail illustrating the emergency closure in partly closed position
- r Fig. 3 is a plan view showing the emergency closure in closed position.
- the emergency closure gate 7 Hingedly mounted at the lower side of the intake is the emergency closure gate 7. When in its open position, this gate, as will be seen from Fig. 1, is supported above the bottom on the lifting cradle 8. The gate 7 is bevelled so that water impinging on end will cause an upward component and raise the. gate.
- check gate 9 which is hingedly mounted at the. bottom of the pocket and normally lies below. the closure gate 7 with its. free edge directed downstream, that is, in a direction opposite to which the free side of the closure gate is pointing.
- the free side of this check gate is connected by means of chains 10 with the free side of the gate 7.
- a bye-passvalve'11 which may be opened as desired may be placed in any convenient position in the wall.
- the gate 7 may be'manually closed if desired, it is, as hereinbefore stated, supported when in open position by, the lift ing cradle 8, but is, free to move without the cradle.
- the upstream side ofthe cradle has chains 13 secured thereto, which chains are adapted to be wound on winches 15. These" chains preferably pass around sheaves 14.
- the cradle By winding up the chains 13, the cradle may be raised to move the gate 7 t0 closed p01 sition. As the gate is free of the cradle, the latter may return to its lowered position, without the gate, as the pressure of the wateri will. hold the gate seated.
- vlVhenthe pipe line is filled by the admission of water through the opening of the byepass valve 11, the weight of the gate itself will cause the gate 7 to leave its seat and return to its position resting on the cradle.
- the bye-pass may, however, be formed as a gate controlled passage .16, as indicated in dotted lines, and the bye-pass valvein the gate omitted.
- a movable closure member for said intake adapted to be moved to closed position by an abnormal rush of water through the intake; and a check memberconnected with said closure member and positioned to be initially unaffected by the water flow and adapted to be drawn into the pathof the water as the closure member moves to closed position.
- a closure gate hingedly mounted at the bottom of the intake and directed forwardly when in open position; a check gate hinged in front of the closure gate and directed rearwardly when in'open position, the closure gate normally at least partially overlying the check gate; and means connecting the free sides of said gates.
- a closure gate hingedly mounted at the bottom of the intake and directedforwardly when in open position a check gate hinged in front of the closure gate and directed rearwardly when in open position, the closure gate normally at least partially overlying the check gate;
- said gates when in open position'being spaced from one another whereby an abnormal flow of water may act on the closure gate to move it to closed position.
- closure gate normally at least partially overlying the check gate; and means connecting the free sides of said gates.
- an emergency closure forhyc raulic intakes the combination of a clo'sure'gate hingedly mounted at the bottom of the intake and directed forwardly when in open position, the forward edge of said closure gate being bevelled; acheck gate hinged in front of the closure gate and directed rearwardly when in open position, the closure water as the closure member movesto. closed position; and means independent of the water:
- a check member connected with said closure member and adapted to be drawn into the pa -h o-fthe wateras the closure member moves to closed position; a cradle on which the closure member rests when in open position; and means for actuating said cradle to'close the gate.
- an emergency closure for hydraulic intakes the combination of a movable closuremember for said intake adapted to be moved to closed position by an abnormal rush of water through the intake; a check member connected with sald closure -member and adapted to be. drawninto the path of the water as the closure member moves to closed position; a cradle on which the closure memher rests when in open position; and means.
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- Engineering & Computer Science (AREA)
- General Engineering & Computer Science (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Hydraulic Turbines (AREA)
Description
- J. J. KEON Nov. 20, 1928.
INVENTDE.
Patented Nov. 20, 1928.
UNITED. STATES.
; I 1,692,127 PATENT OFFICE.
JAMES JOSEPH KEON OF'OWEN SOUND, ONTARIO, CANADA, ASSIGNOIR TO THE WIL- LIAM KENNEDY & SONS, LIMITED, OEOWEN SOUND, CANADA.
EMERGENCY CLOSURE EOR HYDRAULIC INTAKES.
Application filed February 4, 1927,-Seria1No.165,905. Renewed July 28,1928.
This invention relates to emergency closures for hydraulic intakes for power plants and the like, which closures are for the purpose of cutting off the flow of water through the intake in the case of an abnormal rush of water such as is likely to take place in the event of trouble in the power plant. In such cases, owing to the abnormal rush of water,
there is considerable danger of the closure itself orits seat being damaged owing to the rapidity with which it is closed.
My object therefore is to devise an arrangement whereby the seating ot-the closure will be controlled to such an extent that its movement is very slow by the time it reaches the seat, thus avoiding the danger of damage due to slammingof the closure against the seat.
.1 attain my object by, providing in conjunction with the closure member a check gate which is arranged in such a manner that, as the closure member moves towards its seat, the pressure on the check gate is gradually increased, thus counteracting the effect of the water on the closure member sufiiciently to check the momentum ofthe latter.
The construction is hereinafter more specifically described and illustrated in the accompanying drawings in which Fig. 1 is a sectional view of the mouth. of the intake showing my improved emergency closure in open position;
Fig. 2 is a detail illustrating the emergency closure in partly closed position; and.
r Fig. 3 is a plan view showing the emergency closure in closed position.
In the drawings like numerals of reference indicate corresponding parts in the dill'erent figures.
1 represents an intake of ordinary type such as is used with the tubes 2 leading to the turbines of an hydraulic power plant. Down" stream of the racks 3 and upstream of the intake is located the usual vertically sliding stop logs 4, which are actuated in anyordinary mannelysuch, for example as by the chainsfi adapted to be wound on a drumv 6 above the intake.
Hingedly mounted at the lower side of the intake is the emergency closure gate 7. When in its open position, this gate, as will be seen from Fig. 1, is supported above the bottom on the lifting cradle 8. The gate 7 is bevelled so that water impinging on end will cause an upward component and raise the. gate.
lVhen thrown. up in the ordinary manner by means of a. sudden rush of water, the Water wouldtend to violently seat the gate, with the consequent danger of damage to either the gate or the seat. I therefore provide the check gate 9, which is hingedly mounted at the. bottom of the pocket and normally lies below. the closure gate 7 with its. free edge directed downstream, that is, in a direction opposite to which the free side of the closure gate is pointing. The free side of this check gate is connected by means of chains 10 with the free side of the gate 7. I
It will thus be seen that as the gate 7 is raised by the water, the chains 10 are tightened, and the gate 9 will also be lifted. It
will be apparenttherefore that as the angle of the gate 9, to the direction of flow ofwater is increased, the greater will be the checking effect imparted to the gate 7, so that by the time the check gate reaches its highest point,
which is at approximately an angle of forty-I five degrees to the vertical, the rate of closing of the gate 7 will be sufficiently retarded so that there will be little danger of any damage,
ensuing.
A bye-passvalve'11 which may be opened as desired may be placed in any convenient position in the wall.
In order that the gate 7 may be'manually closed if desired, it is, as hereinbefore stated, supported when in open position by, the lift ing cradle 8, but is, free to move without the cradle. The upstream side ofthe cradle has chains 13 secured thereto, which chains are adapted to be wound on winches 15. These" chains preferably pass around sheaves 14.
By winding up the chains 13, the cradle may be raised to move the gate 7 t0 closed p01 sition. As the gate is free of the cradle, the latter may return to its lowered position, without the gate, as the pressure of the wateri will. hold the gate seated. vlVhenthe pipe line is filled by the admission of water through the opening of the byepass valve 11, the weight of the gate itself will cause the gate 7 to leave its seat and return to its position resting on the cradle. The bye-pass may, however, be formed as a gate controlled passage .16, as indicated in dotted lines, and the bye-pass valvein the gate omitted. v
From the above description it will be seen that I have devised an emergency closure de- Vice which will satisfactorily attain the object of my invention as set out in the preamble of this specification.
WVhat I claim is:
'1. In an emergency closure for hydraulic intakes, the combination of a movable closure member for said intake adapted to be moved to closed position by an abnormal rush of water through the intake; and a check memberconnected with said closure member and positioned to be initially unaffected by the water flow and adapted to be drawn into the pathof the water as the closure member moves to closed position.
2. In an emergency closure for hydraulic intakes, the combination of a gate hingedly mounted at one side of the intake normally open and adapted to be moved to closed position by an abnormal rush of water through the intake; and a second gate hinged in front of the first mentioned gate and positioned to be initiallyunaffected by the water flow, said gates being connected whereby as the first mentioned gate is closed the second gate will be drawn into the path of the water.
3. In an emergency closure for hydraulic intakes, the combination of a closure gate hingedly mounted at the bottom of the intake and directed forwardly when in open position; a check gate hinged in front of the closure gate and directed rearwardly when in'open position, the closure gate normally at least partially overlying the check gate; and means connecting the free sides of said gates.
4. In .anemergency closure for hydraulic intakes, the combination of a closure gate hingedly mounted at the bottom of the intake and directedforwardly when in open position a check gate hinged in front of the closure gate and directed rearwardly when in open position, the closure gate normally at least partially overlying the check gate; and
means connecting the free sides of said gates,
said gates when in open position'being spaced from one another whereby an abnormal flow of water may act on the closure gate to move it to closed position.
5. In an emergency closure for hydraulic intakes, the combination of a closure gate hingedly mounted at the bottom of the intake .and directed forwardly when in open position, a pocket being formed below said gate into whichwater may flow; a check gate hinged at thebottom of the pocket and di 1 rected rearwardly when in open position, the
closure gate normally at least partially overlying the check gate; and means connecting the free sides of said gates.
6. In an emergency closure for hydraulic intakes, the combination of a movable closure member for said intake and adapted to be'moved to closed position by an abnormal rush of water through the intake; a check member; and a flexible connection between said closure member and check member whereby the latter is drawn into the path of the water as the closure member moves to closed position.
n an emergency closure forhyc raulic intakes, the combination of a clo'sure'gate hingedly mounted at the bottom of the intake and directed forwardly when in open position, the forward edge of said closure gate being bevelled; acheck gate hinged in front of the closure gate and directed rearwardly when in open position, the closure water as the closure member movesto. closed position; and means independent of the water:
for moving said closure member to closed position. v
9. In an emergency closure for hydraulic intakes, the combination of a movable closure;
memberfor said intake adapted to be moved to closed position by an abnormal rush of water through the intake; a check member connected with said closure member and adapted to be drawn into the pa -h o-fthe wateras the closure member moves to closed position; a cradle on which the closure member rests when in open position; and means for actuating said cradle to'close the gate.
10. Inan emergency closure for hydraulic intakes, the combination of a movable closuremember for said intake adapted to be moved to closed position by an abnormal rush of water through the intake; a check member connected with sald closure -member and adapted to be. drawninto the path of the water as the closure member moves to closed position; a cradle on which the closure memher rests when in open position; and means.
for actuating said cradle 'to "close the gate, said cradle being free to move away from the closure member when the latter is in closed position.
11. In an emergency closure for hydraulic intakes, the combinatlon of a movable clo sure memberfor said intake adapted to be moved to closed position by an abnormal rush of water through the intake; and a check member connected with said closure member and positionedto be initially unaffected by the waterfiow and adapted to be drawn into the path of the water as the closure member moves to closed position, said closure member having a valve controlled opening there through i V Signed at Owen Sound, this 10th dayof January, 1927; I
JAMES JOSEPH KEON.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| US165905A US1692127A (en) | 1927-02-04 | 1927-02-04 | Emergency closure for hydraulic intakes |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| US165905A US1692127A (en) | 1927-02-04 | 1927-02-04 | Emergency closure for hydraulic intakes |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| US1692127A true US1692127A (en) | 1928-11-20 |
Family
ID=22600959
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| US165905A Expired - Lifetime US1692127A (en) | 1927-02-04 | 1927-02-04 | Emergency closure for hydraulic intakes |
Country Status (1)
| Country | Link |
|---|---|
| US (1) | US1692127A (en) |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US3974654A (en) * | 1975-10-28 | 1976-08-17 | W. S. Rockwell Company | Self-regulating tide gate |
| US20130220448A1 (en) * | 2010-08-20 | 2013-08-29 | Gabe Coscarella | Low profile backwater valve with lock |
| US9863134B2 (en) | 2010-11-16 | 2018-01-09 | Gabe Coscarella | Backwater valve with control linkage |
| US9903106B2 (en) | 2013-10-21 | 2018-02-27 | Gabe Coscarella | Low profile overbalanced backwater valve |
| US12180695B2 (en) | 2019-08-16 | 2024-12-31 | Gabe Coscarella | Backwater valve |
-
1927
- 1927-02-04 US US165905A patent/US1692127A/en not_active Expired - Lifetime
Cited By (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US3974654A (en) * | 1975-10-28 | 1976-08-17 | W. S. Rockwell Company | Self-regulating tide gate |
| US20130220448A1 (en) * | 2010-08-20 | 2013-08-29 | Gabe Coscarella | Low profile backwater valve with lock |
| US9097363B2 (en) * | 2010-08-20 | 2015-08-04 | Gabe Coscarella | Low profile backwater valve with lock |
| US9863134B2 (en) | 2010-11-16 | 2018-01-09 | Gabe Coscarella | Backwater valve with control linkage |
| US20180094417A1 (en) * | 2010-11-16 | 2018-04-05 | Gabe Coscarella | Backwater valve with control linkage |
| US10458112B2 (en) * | 2010-11-16 | 2019-10-29 | Gabe Coscarella | Backwater valve with control linkage |
| US11346097B2 (en) * | 2010-11-16 | 2022-05-31 | Gabe Coscarella | Backwater valve with control linkage |
| US9903106B2 (en) | 2013-10-21 | 2018-02-27 | Gabe Coscarella | Low profile overbalanced backwater valve |
| US12180695B2 (en) | 2019-08-16 | 2024-12-31 | Gabe Coscarella | Backwater valve |
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