US991907A - Spillway. - Google Patents
Spillway. Download PDFInfo
- Publication number
- US991907A US991907A US1911615736A US991907A US 991907 A US991907 A US 991907A US 1911615736 A US1911615736 A US 1911615736A US 991907 A US991907 A US 991907A
- Authority
- US
- United States
- Prior art keywords
- dam
- crown
- water level
- siphon
- conduit
- 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 18
- 239000000126 substance Substances 0.000 description 1
Images
Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02B—HYDRAULIC ENGINEERING
- E02B8/00—Details of barrages or weirs ; Energy dissipating devices carried by lock or dry-dock gates
- E02B8/06—Spillways; Devices for dissipation of energy, e.g. for reducing eddies also for lock or dry-dock gates
-
- 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
- Y10—TECHNICAL SUBJECTS COVERED BY FORMER USPC
- Y10T—TECHNICAL SUBJECTS COVERED BY FORMER US CLASSIFICATION
- Y10T137/00—Fluid handling
- Y10T137/2713—Siphons
- Y10T137/2842—With flow starting, stopping or maintaining means
- Y10T137/2849—Siphon venting or breaking
Definitions
- My invention relates to spillways, and the object of my invention is to provide a siphon s 1llway by means of which the water at a am or reservoir may be quickly discharged when the storage capacity is exceeded and the surface level is raised above a certain fixed degree; together with such other elements and combinations as are hereinafter more particularly set forth and claimed. I accomplish these objects as illustrated in the accompanying drawing, in which:
- Figure 1 is a cross section.
- Fig. 2 is a front elevation of a dam provided with my invention.
- the dam, A constructed of concrete or other suitable substance, is provided with an inverted U-shaped tube or conduit, BOD, extending through the dam, A, having its inlet, B, and its outlet, D, below the low water plane, and the highestpart of the conduit, C, at or below the hi h water level.
- the inlet end, B is prefera ly flared out to provide an easy entry for the water. It may be placed at any desired location below the low water surface, preferably sev-' eral feet below to avoid the entry of floating drift.
- the crown or highest part, C, of the siphon must be placed betwen the low and hlgh water planes, prefer'ably with its lower limit at the low water level and its upper limit at or below the hi h water level.
- outlet end, I) may be p aced at any desired lows :As the water level above the dam rises the vent, E, is submerged and this air velocityof flow through the conduit is largely increased. The water surface above the dam gradually falls on account of the discharge in the siphon and a stage is finally reached where the vent, E, becomes exposed and air flows into the crown of the siphon, stopping the siphonic action, and, as the water surface is now below the lowest part of the conduit at the crown, C, the flow of water entirely ceases.
- a spillway comprising a dam; a closed conduit siphon of an inverted U-shaped form when in position, the crown being between the low and high water planes; said dam provided with an air passage extending from at the low water level to a point in the si hon near the crown thereof.
- s illway comprising a dam; a siphon therein, 1ts crown being between the low and high water level; the inlet placed well below the low water level and provided with a flaring mouth; an air vent extending through the dam from near the crown to a point at the low water level, substantially as described.
Landscapes
- Engineering & Computer Science (AREA)
- General Engineering & Computer Science (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Barrages (AREA)
Description
GEORGE I. STICKNEY, OF'ALBANY, NEW YORK.
srILLwmz.
Specification of Letters Patent.
Patented May 9, 1911.
Application filed March 20, 1911. Serial No. 615,738.
To all whom it may concern:
Be it known that I, GEORGE F. STICKNEY, a citizen of the United States of America, residing at No. 28 Lancaster street, city of Albany, in the county of Albany and State of New York, have invented certain new and useful Improvements in Spillways, of which the following is a specification.
My invention relates to spillways, and the object of my invention is to provide a siphon s 1llway by means of which the water at a am or reservoir may be quickly discharged when the storage capacity is exceeded and the surface level is raised above a certain fixed degree; together with such other elements and combinations as are hereinafter more particularly set forth and claimed. I accomplish these objects as illustrated in the accompanying drawing, in which:
Figure 1 is a cross section. Fig. 2 is a front elevation of a dam provided with my invention.
Similar letters refer to similar parts throughout the several views.
The dam, A, constructed of concrete or other suitable substance, is provided with an inverted U-shaped tube or conduit, BOD, extending through the dam, A, having its inlet, B, and its outlet, D, below the low water plane, and the highestpart of the conduit, C, at or below the hi h water level. The inlet end, B, is prefera ly flared out to provide an easy entry for the water. It may be placed at any desired location below the low water surface, preferably sev-' eral feet below to avoid the entry of floating drift. The crown or highest part, C, of the siphon must be placed betwen the low and hlgh water planes, prefer'ably with its lower limit at the low water level and its upper limit at or below the hi h water level. The
outlet end, I), may be p aced at any desired lows :As the water level above the dam rises the vent, E, is submerged and this air velocityof flow through the conduit is largely increased. The water surface above the dam gradually falls on account of the discharge in the siphon and a stage is finally reached where the vent, E, becomes exposed and air flows into the crown of the siphon, stopping the siphonic action, and, as the water surface is now below the lowest part of the conduit at the crown, C, the flow of water entirely ceases.
What I claim as my invention and desire to secure by Letters Patent is:
1. A spillway comprising a dam; a closed conduit siphon of an inverted U-shaped form when in position, the crown being between the low and high water planes; said dam provided with an air passage extending from at the low water level to a point in the si hon near the crown thereof.
2. s illway comprising a dam; a siphon therein, 1ts crown being between the low and high water level; the inlet placed well below the low water level and provided with a flaring mouth; an air vent extending through the dam from near the crown to a point at the low water level, substantially as described.
3. In a s illway the combination of a. dam, a con uit, U-shaped in form, placed therein, one leg of the conduit lower than the other and one extending through the dam on one side, the othenon the opposite side; an air vent near the crown of the con- .duit extending through the dam to a point at the low water level, substantially as described.
In testimony whereof I have aflixed my signature in presence of two witnesses.
Witnesses Lo'rrm PRIOR,
FREDERICK W. CAMERON.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| US1911615736 US991907A (en) | 1911-03-20 | 1911-03-20 | Spillway. |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| US1911615736 US991907A (en) | 1911-03-20 | 1911-03-20 | Spillway. |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| US991907A true US991907A (en) | 1911-05-09 |
Family
ID=3060242
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| US1911615736 Expired - Lifetime US991907A (en) | 1911-03-20 | 1911-03-20 | Spillway. |
Country Status (1)
| Country | Link |
|---|---|
| US (1) | US991907A (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US2605616A (en) * | 1946-10-09 | 1952-08-05 | Neyret Beylier & Picard Pictet | Apparatus for recovering the hydraulic energy of a high velocity flow of water under free surface conditions |
| US5674029A (en) * | 1994-12-28 | 1997-10-07 | Uv Waterguard Systems, Inc. | Weir |
| US20100209192A1 (en) * | 2006-06-23 | 2010-08-19 | Hans Christian Behm | Adjustable weir for hydroelectric dam installations |
| US20120261353A1 (en) * | 2009-09-22 | 2012-10-18 | Donald Ian Phillips | Separator |
-
1911
- 1911-03-20 US US1911615736 patent/US991907A/en not_active Expired - Lifetime
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US2605616A (en) * | 1946-10-09 | 1952-08-05 | Neyret Beylier & Picard Pictet | Apparatus for recovering the hydraulic energy of a high velocity flow of water under free surface conditions |
| US5674029A (en) * | 1994-12-28 | 1997-10-07 | Uv Waterguard Systems, Inc. | Weir |
| US20100209192A1 (en) * | 2006-06-23 | 2010-08-19 | Hans Christian Behm | Adjustable weir for hydroelectric dam installations |
| US20120261353A1 (en) * | 2009-09-22 | 2012-10-18 | Donald Ian Phillips | Separator |
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