US3643443A - Automatic constant downstream level gate - Google Patents
Automatic constant downstream level gate Download PDFInfo
- Publication number
- US3643443A US3643443A US102286A US3643443DA US3643443A US 3643443 A US3643443 A US 3643443A US 102286 A US102286 A US 102286A US 3643443D A US3643443D A US 3643443DA US 3643443 A US3643443 A US 3643443A
- Authority
- US
- United States
- Prior art keywords
- downstream
- container
- opening
- gate
- float
- 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
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Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02B—HYDRAULIC ENGINEERING
- E02B7/00—Barrages or weirs; Layout, construction, methods of, or devices for, making same
- E02B7/20—Movable barrages; Lock or dry-dock gates
- E02B7/205—Barrages controlled by the variations of the water level; automatically functioning barrages
Definitions
- Gates of the type with which this invention is concerned are usually of unit construction and mounted for pivotal movement above a main pivot.
- the unit is provided with an up stream gate apron centered on its main pivot, and a downstream float for controlling the operations of the gate in maintaining the downstream water level.
- the primary purpose of the instant invention is to provide an improved means for dampening the oscillations of the gate during the latters operation ad for sheltering the downstream float thereof from the effects of the tailrace and from foreign bodies carried by the tailrace.
- FIG. l is a schematic view of an automatic constant downstream level gate having its downstream float encased in a container embodying the invention.
- W6. 2 is a partial view of the bottom end of the container on an enlarged scale.
- the automatic gate unit which is shown in its fully opened position in FIG. 11 of the drawings, comprises a frame arm 3 which extends upstream from a fulcrum 2 about which the whole of the gate pivots and on the outer upstream end of which is mounted a sector-shaped apron 1 radially disposed to the pivotal axis 2.
- the unit also includes a hollow sector float 4 which is centered on the pivotal axis 2 so as to be in opposing torque to the apron i.
- the gate is mounted in a canal 12 so that the apron ll coacts with a sill lll formed in such canal to control the flow of water so that there is maintained in the tailrace 13 downstream of the gate a constant level N which is the elevation of the main pivot 2 of the gate.
- the gate is balanced by a weight 7 adjustably positioned on a post 8 carried by the frame arm 3 so that when the downstream water level N is at the elevation of the gate pivotal axis 2 and the gate is completely closed, the torque generated by the hydraulic thrust on the float 4 will balance the torque generated by the weight of the gate. So long as the condition is maintained the gate will remain closed. W hen, however, the downstream water level N of the tailrace falls, the gate will automatically, immediately open to permit a larger discharge therethrough sufficient to restore the water level of the tailrace to the level N.
- the float 4 is immersed in a fixed container which projects above the tailrace level N and which is carefully matched in configuration to that of the float so that the chamber defined thereby is only slightly greater in volume than the volume displaced by the float.
- the container 5 is provided with a transverse slot or opening 6 affording communication between the bottom of the chamber therein and the tailrace so that the water can flow into the container chamber and be discharged therefrom during the oscillating movements of the float 4 in the operations of the gate.
- the opening 6 is formed by a space between the lower end of the downstream wall of the container and the base or bottom wall 9 of such container.
- the base 9 of the container 5 has an extension 10 projecting downstream beyond the opening 6 in downwardly inclined relation to the current flow. This extension 10 shelters the slot 6 from the current F produced by the apron 1 and the sill 11. This result is accomplished because the downwardly inclined extension It) creates in the tailrace a zone 15 of relative negative pressure in front of the opening 6.
- This depressurizing of the zone 15 in front of the opening which may be termed a suction effect, causes the level N in the float container or tank 5 to be slightly lower than the level N of the tailrace, improves the dampening of the float 43 by the container 5, and improves the stability of the gate for equal ef fective adjustments of the decrement of the gage (the term decrement being here used to designate that variation in the downstream or tailrace level which causes the gate to move over the full range of travel for which it was designed and ad justed).
- the thus created depressurized zone has been found to provide a further advantage in that it prevents the movement of foreign bodies that may be carried along by the current through the opening 6 and consequently the entry of such bodies into the container 5.
Abstract
The control gate herein embodies a sector float immersed in a container which is in communication with the tailrace through an opening formed between the lower end of the downstream wall of the container and its base which projects downstream beyond such opening to shelter the latter from the tailrace current.
Description
lUniinnl initon nlinni Allnirnnnlrn E951? 222 ll W2 [54] AUTMATHC @QNEBTANT FOREIGN PATENTS OR APPLICATIONS DUWNWREAM LEVEL GATE 460,719 1950 Italy ..61/25 [72] Inventor: Philippe Alexandre, La Trouche, France [73] Assignee: Sociene GIEIIEI'EIEIE do Constructions Elec- 33 523: emecmmms (Mmmmx Greno- Primary ExaminerJacob Shapiro Attorney-Sylvester .I Liddy, John J. Han, Joe E. Daniels and [22] Filed: Dec. 29, 1970 Charles E. Baxley [21] Appl. No: 102,286
[30] Foreign Anplicaiion Priority Data [57] ABQTRAQT Jan. 5, 1970 France ..7000464 The control gate herein embodies a Sector fl immersed in a container which is in communication with the tailrace through [52] ILLS. Ci ..61/22, 61/25 an Opening formed between the lower end of the downstream [51] m 7/52 wall of the container and its base which projects downstream [58] Field! oil Search ..61/22, 23, 24, 25, 26, 18 beyond such Opening to Shelter the latter from the taflracg [56] ReIerences cared current UNITED STATES PATENTS 2,168,117 8/1939 Dane] ..6l/25 2 Claims, 2 Drawing Figures PATENTEDFEB22 I972 FIG.
FIG. 2
IN VEN TOR. Pl-l/L IPPE ALEXA AID/8f BY AUTOMATIC CONSTANT DUWNSTREAM LlEVlElL GATE This invention relates to gates for automatically controlling the flow of water in canals, streams, etc., and more particularly to control gates designed to maintain automatically a constant water level downstream therefrom.
Gates of the type with which this invention is concerned are usually of unit construction and mounted for pivotal movement above a main pivot. The unit is provided with an up stream gate apron centered on its main pivot, and a downstream float for controlling the operations of the gate in maintaining the downstream water level.
The primary purpose of the instant invention is to provide an improved means for dampening the oscillations of the gate during the latters operation ad for sheltering the downstream float thereof from the effects of the tailrace and from foreign bodies carried by the tailrace.
Other objects of the invention, as well as the features and advantages thereof will appear from a consideration of the following description read in connection with the accompanying drawings in which FIG. l is a schematic view of an automatic constant downstream level gate having its downstream float encased in a container embodying the invention; and
W6. 2 is a partial view of the bottom end of the container on an enlarged scale.
The automatic gate unit, which is shown in its fully opened position in FIG. 11 of the drawings, comprises a frame arm 3 which extends upstream from a fulcrum 2 about which the whole of the gate pivots and on the outer upstream end of which is mounted a sector-shaped apron 1 radially disposed to the pivotal axis 2. The unit also includes a hollow sector float 4 which is centered on the pivotal axis 2 so as to be in opposing torque to the apron i.
As indicated in FIG. 1, the gate is mounted in a canal 12 so that the apron ll coacts with a sill lll formed in such canal to control the flow of water so that there is maintained in the tailrace 13 downstream of the gate a constant level N which is the elevation of the main pivot 2 of the gate. The gate is balanced by a weight 7 adjustably positioned on a post 8 carried by the frame arm 3 so that when the downstream water level N is at the elevation of the gate pivotal axis 2 and the gate is completely closed, the torque generated by the hydraulic thrust on the float 4 will balance the torque generated by the weight of the gate. So long as the condition is maintained the gate will remain closed. W hen, however, the downstream water level N of the tailrace falls, the gate will automatically, immediately open to permit a larger discharge therethrough sufficient to restore the water level of the tailrace to the level N.
lln order to dampen the oscillations of the gate during its operation and to isolate the float t from disturbances in the surface of the tailrace 113 at the level N, the float 4 is immersed in a fixed container which projects above the tailrace level N and which is carefully matched in configuration to that of the float so that the chamber defined thereby is only slightly greater in volume than the volume displaced by the float. The container 5 is provided with a transverse slot or opening 6 affording communication between the bottom of the chamber therein and the tailrace so that the water can flow into the container chamber and be discharged therefrom during the oscillating movements of the float 4 in the operations of the gate. It will be noted in the drawings that the opening 6 is formed by a space between the lower end of the downstream wall of the container and the base or bottom wall 9 of such container. The base 9 of the container 5 has an extension 10 projecting downstream beyond the opening 6 in downwardly inclined relation to the current flow. This extension 10 shelters the slot 6 from the current F produced by the apron 1 and the sill 11. This result is accomplished because the downwardly inclined extension It) creates in the tailrace a zone 15 of relative negative pressure in front of the opening 6. This depressurizing of the zone 15 in front of the opening which may be termed a suction effect, causes the level N in the float container or tank 5 to be slightly lower than the level N of the tailrace, improves the dampening of the float 43 by the container 5, and improves the stability of the gate for equal ef fective adjustments of the decrement of the gage (the term decrement being here used to designate that variation in the downstream or tailrace level which causes the gate to move over the full range of travel for which it was designed and ad justed). The thus created depressurized zone has been found to provide a further advantage in that it prevents the movement of foreign bodies that may be carried along by the current through the opening 6 and consequently the entry of such bodies into the container 5.
Iclaim:
1. An automatic control gate for maintaining a constant downstream water level comprising a frame, means on said frame for mounting said gate for pivotal movement about an axis located at the level at which such water level is to be maintained, a sector-shaped gate apron radially disposed to said pivotal means mounted on the upstream end of said frame, a sector float on said frame centered on said pivotal means and extending downstream therefrom, and a container fixed with relation to said sector float and adapted to be submerged in the tailrace water downstream from said pivotal means, said fixed container having an upper open end receiving said sector float and projecting above the downstream water level, said fixed container having a contour substantially matching that of said float, having an opening bringing the interior of said container into communication with the water in said tailrace, and including means associated with said opening to produce a depressurized zone located adjacently in front of said opening and exteriorily of said container.
2. An automatic control gate as defined in claim l, in which said opening is formed by a space between the lower end of the downstream wall of said fixed container and the bottom wall thereof, and in which said associated means is constituted of an extension of said bottom wall projecting downstream beyond said opening.
mun
Claims (2)
1. An automatic control gate for maintaining a constant downstream water level comprising a frame, means on said frame for mounting said gate for pivotal movement about an axis located at the level at which such water level is to be maintained, a sector-shaped gate apron radially disposed to said pivotal means mounted on the upstream end of said frame, a sector float on said frame centered on said pivotal means and extending downstream therefrom, and a container fixed with relation to said sector float and adapted to be submerged in the tailrace water downstream from said pivotal means, said fixed container having an upper open end receiving said sector float and projecting above the downstream water level, said fixed container having a contour substantially matching that of said float, having an opening bringing the interior of said container into communication with the water in said tailrace, and including means associated with said opening to produce a depressurized zone located adjacently in front of said opening and exteriorily of said container.
2. An automatic control gate as defined in claim 1, in which said opening is formed by a space between the lower end of the downstream wall of said fixed container and the bottom wall thereof, and in which said associated means is constituted of an extension of said bottom wall projecting downstream beyond said opening.
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
FR7000464A FR2076249A5 (en) | 1970-01-05 | 1970-01-05 |
Publications (1)
Publication Number | Publication Date |
---|---|
US3643443A true US3643443A (en) | 1972-02-22 |
Family
ID=9048704
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
US102286A Expired - Lifetime US3643443A (en) | 1970-01-05 | 1970-12-29 | Automatic constant downstream level gate |
Country Status (5)
Country | Link |
---|---|
US (1) | US3643443A (en) |
JP (1) | JPS5220780B1 (en) |
ES (1) | ES378305A1 (en) |
FR (1) | FR2076249A5 (en) |
GB (1) | GB1316855A (en) |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US4963057A (en) * | 1989-01-03 | 1990-10-16 | Societe Anonyme Dite: Alsthom Fluides | Sluice gate for automatically regulating a level |
US5516230A (en) * | 1994-05-05 | 1996-05-14 | Bargeron; Richard J. | Gate for controlling upstream water level |
Citations (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US2168117A (en) * | 1935-05-14 | 1939-08-01 | Neyret Beylier & Piccard Picte | Apparatus for controlling liquid levels |
-
1970
- 1970-01-05 FR FR7000464A patent/FR2076249A5/fr not_active Expired
- 1970-04-07 ES ES378305A patent/ES378305A1/en not_active Expired
- 1970-05-01 JP JP45036877A patent/JPS5220780B1/ja active Pending
- 1970-07-07 GB GB3289870A patent/GB1316855A/en not_active Expired
- 1970-12-29 US US102286A patent/US3643443A/en not_active Expired - Lifetime
Patent Citations (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US2168117A (en) * | 1935-05-14 | 1939-08-01 | Neyret Beylier & Piccard Picte | Apparatus for controlling liquid levels |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US4963057A (en) * | 1989-01-03 | 1990-10-16 | Societe Anonyme Dite: Alsthom Fluides | Sluice gate for automatically regulating a level |
US5516230A (en) * | 1994-05-05 | 1996-05-14 | Bargeron; Richard J. | Gate for controlling upstream water level |
Also Published As
Publication number | Publication date |
---|---|
GB1316855A (en) | 1973-05-16 |
FR2076249A5 (en) | 1971-10-15 |
ES378305A1 (en) | 1973-02-01 |
JPS5220780B1 (en) | 1977-06-06 |
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