US2994201A - Wave shield - Google Patents
Wave shield Download PDFInfo
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- US2994201A US2994201A US655122A US65512257A US2994201A US 2994201 A US2994201 A US 2994201A US 655122 A US655122 A US 655122A US 65512257 A US65512257 A US 65512257A US 2994201 A US2994201 A US 2994201A
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- wave
- venturi
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- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 22
- 230000004888 barrier function Effects 0.000 description 4
- 230000001914 calming effect Effects 0.000 description 4
- 238000010276 construction Methods 0.000 description 3
- 230000002411 adverse Effects 0.000 description 2
- 238000009434 installation Methods 0.000 description 2
- 239000013078 crystal Substances 0.000 description 1
- 238000005553 drilling Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 239000006260 foam Substances 0.000 description 1
- 230000002452 interceptive effect Effects 0.000 description 1
- 239000000203 mixture Substances 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
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Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02B—HYDRAULIC ENGINEERING
- E02B3/00—Engineering works in connection with control or use of streams, rivers, coasts, or other marine sites; Sealings or joints for engineering works in general
- E02B3/04—Structures or apparatus for, or methods of, protecting banks, coasts, or harbours
- E02B3/06—Moles; Piers; Quays; Quay walls; Groynes; Breakwaters ; Wave dissipating walls; Quay equipment
- E02B3/062—Constructions floating in operational condition, e.g. breakwaters or wave dissipating walls
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- 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
- Y02A—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
- Y02A10/00—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE at coastal zones; at river basins
- Y02A10/11—Hard structures, e.g. dams, dykes or breakwaters
Definitions
- This invention relates to new and useful improvements in wave-breaking devices and more particularly to a wavebreaking device which is operable to break waves into a series of interfering streams which emerge to form a calm area.
- Another object of this invention is to provide an improved wave-breaking device which may be floated on the surface of the water for calming an area of water to permit work to be carried out therein.
- a feature of this invention is the provision of a wavebrealcng device which includes a plurality of wave-breaking baffles which are shaped to provide passages of venturishaped cross-sections which are operable to calm waves passing therethrough.
- Another feature of this invention is the provision of a wave-breaking device which floats on a plurality of elongated pontoons and which include spaced bafiies providing passages of venturi-shaped cross-section and extending above and below the calm water level by a distance at least as great as the crest-to-trough height of the waves.
- Another feature of this invention is the provision of a wave-breaking device supported on a plurality of elongated pontoons and having bafile which are shaped to provide passages of venturi-shaped cross-section and having an arrangement of conduits for entraining air into water passing through the device at the throat of the venturi shaped passages.
- FIG. 1 is a view of part of a body of water showing a wave-breaking device positioned therein to calm an area behind the device,
- FIG. 2 is a plan view of the wave-breaking device of this invention showing the supporting pontoons and wavebreaking baffles,
- FIG. 3 is a view in elevation showing the ends of the supporting pontoons of the wave-breaking baflles and showing horizontal plates which are positioned between the vertically extending bafiles to further restrict the flow of waves through this device,
- FIG. 4 is a detail plan view of two of the vertically extending wave-breaking bafiles on a slightly enlarged scale relative to the other figures, and illustrating certain somewhat critical dimensions of the baflies,
- FIG. 5 is a view in side elevation of one of the vertically extending wave-breaking baffle which shows the location of conduits within the bafiles which are arranged to entrain air in the stream of water passing between adjacent bafiles, and
- FIG. 6 is a sectional view taken on the line 6-6 of FIG. 5 showing the construction of one of the wavebreaking bafiies and the location of the air-entraining conduits therein.
- This invention consists of a wave-breaking device which includes a plurality of wave-breaking baflles.
- the baflles are each provided with pointed front and rear ends and curved wall portions extending from the front to rear end.
- the bafiies are positioned in alignment and laterally spaced so that they define a plurality of separate passages of venturi-shaped horizontal cross-section.
- the battles are operable to break waves into a plurality of separate streams which emerge from the separate passage sub stantially free of wave motion.
- the wave-breaking device is preferably supported on two or more pontoons which are of sufiicient length to provide stability in rough water.
- the wave-breaking batlles extend above and below the calm water level by a distance at least as great as the crestto-trough height of the largest wave normally encountered.
- FIG. 1 a portion of the surface of the water of a lake or seat which is very rough and has many high waves.
- Wave-breaking device 1 is located in this area and held in position by any suitable means, such as an anchor.
- the waves which pass through the wavebreaking device are substantially reduced in size and almost completely eliminated so that the area immediately behind the wave-breaking device is sufiiciently calm to carry out any desired work such as the construction of oil or gas wells or other stationary structures.
- the wave-breaking device consists of a plurality of vertically-extending wave-breaking bafiies 2 which are supported on pontoons 3 and 4- by horizontally-extending supporting bars 5 and 6. Pontoons 3 and 4 must be of sufiicient length to avoid rocking of the device by the waves, and should therefore be at least twice as long as the crest-to-crest wave length of the largest waves to be broken by the device.
- Wave-breaking baflles Z are supported so that their upper ends extend above the calm water level by a distance at least the height from crest to trough of the largest waves to be broken.
- Bafiles 2 extend below the calm water level a distance 1 to /2 times the crest-t0- trough height of the largest waves to be broken.
- the device is also provided with a plurality of horizontallyextending walls or plates 7 which are vertically spaced and divide the space between individual bafies 2 into a plurality of vertically-spaced and horizontally-extending passages. These plates 7 are preferably spaced vertically from each other at a distance substantially equal to the distance between the pointed front ends of adjacent vertically-extended baffles 2, and are substantially coextensive therewith.
- Wave-breaking bafiies 2 each have pointed front ends 8 and pointed rear ends 9 which are connected by curved 3 wall portions and 11, respectively.
- the walls of pointed front end 8 of baffle 2 meet at an angle of 60.
- the angle of the walls of the rear pointed-end portion of bathe 2 is preferably equal to or less than 14.
- the curvature of the walls of bafiles 2 is such that the passages between adjacent baflles 2. is such that the passages between adjacent bafiles are of a venturi-shaped horizontal cross-section.
- baflies are spaced so that the width d of the throat of the venturi passage is from /4 to /2 the lateral spacing d between the front ends of adjacent baffles.
- the front end portions of the baffles have a length d from /2 to the lateral spacing (1 between the adjacent bafiles.
- the curved central portion of the wall of the baffies adjacent to the venturi throat has a length d which is /2 to 1 times the lateral spacing d
- the trailing end-portion of the baffles, from the curved central portion back to pointed rear end 9, is of a length from 2 to 3 times the lateral spacing d when the venturi throat width a is /2 to A d
- the total length of the wave-breaking battles is equal to d +d +d which is a distance not less than the maximum crest-to-crest wave length of the largest waves to be broken.
- the wave-breaking bafiles may also be provided (as shown in FIGS. 5 and 6) with a plurality of conduits, 12 and 13, which extend from apertures 14 and 15, respectively, at the venturi throat, to apertures 16 and 17, respectively, at pointed leading end 8 of the bafiles.
- Conduits 12 and 13 are positioned to entrain air and/ or water from the forward end of the baffles and mix the same with the water passing through the venturi throat. This mixing action produces a considerable amount of froth and foam which further tends to calm the wave motion.
- this wave-breaking device must be varied according to specific situations in which the device is to be used.
- a larger device is required for the breaking and calming of large ocean waves than is required for the breaking and calming of the Waves of an inland lake.
- the length of supporting pontoons 3 and 4 for this particular application is 270 feet.
- Six vertical venturi battles 2 are supported on horizontal supporting bars 5 and 6 and have a height of feet.
- the bafiles are spaced 20 feet apart at their front and rear ends and provide a venturi throat which is 5 feet in width.
- the length of the leading end is 15 feet.
- the curved portion adjacent to the venturi throat is 20 feet long and the trailing end is feet long.
- the overall length of the bafiies is 95 feet for this particular installation.
- This wave-breaking device is anchored at the windward edge of the area to be protected, with the front ends of the baffles pointing into the oncoming waves.
- the waves which pass through the passages between venturi bafiles 2 and horizontal plates '7 are broken up into a number of separate streams each of which interferes with the adjacent streams, and produces a relatively calm area to the rear of the device with the waves substantially reduced in height.
- a wave-breaking device comprising a plurality of vertically-extending wave-breaking bafiles of substantial height and length but very small in laterial width, means supporting said bafiies in laterally spaced, aligned relation facing into the prevailing waves, said baffles being of such vertical dimension as to extend above and below the calm water line by a distance greater than the maximum height of the wave crests and depth of the wave troughs, respectively, each of said baffies having pointed front and rear ends and outwardly curved wall portions extending from the front to rear end with the bafiles defining therebetween a plurality of separate passages of venturi-shaped horizontal cross-section with the width of the throat of the venturi being from one-fourth to onehalf the distance between the front ends of adjacent baffles, a plurality of horizontally-extending flat plates extending between each of said vertically-extending battles and substantially coextensively therewith, said flat plates being spaced vertically from each other at a distance substantially equal to the distance between the front pointed ends of adjacent vertically-
- a wave-breaking device comprising a plurality of vertically-extending wave-breaking baffles, means supporting said bailles in laterally spaced, aligned relation facing into the prevailing waves, said bafiles being of such vertical dimensions as to extend above and below the calm water level by a distance greater than the maximum height of the wave crests and maximum depth of the wave troughs, respectively, said baffles having a horizontal length at least as great as the maximum crest-to-crest length of the waves, said bafiles having a horizontal width which is a small fraction of the length thereof, each of said baffles being hollow and having outwardly curved vertically-extending side-walls meeting at front and rear edges to form front and rear pointed ends, said baffles being equally spaced and defining therebetween passages of venturi-shaped horizontal cross-section with the width 7 of the throat of the venturi being from one-fourth to one-half the distance between the front ends of adjacent baffles, each of said baffies having a plurality of conduits, each of said conduits
- a wave-breaking device comprising a plurality of vertically-extending wave-breaking bafiles, means supporting said baflles in laterally spaced, aligned relation facing into the prevailing waves, said baflles being of such vertical dimensions as to extend above and below the calm water level by a distance greater than the maximum height of the wave crests and maximum depth of the wave troughs, respectively, said bafiies having a horizontal length at least as great as the maximum crest-tocrest length of the waves, said baffles having a horizontal width which is a small fraction of the length thereof, each of said baffles being hollow and having outwardly curved vertically-extending side-walls meeting at front and rear edges to form front and rear pointed ends, said baffles being equally spaced and defining therebetween passages of venturi-shaped horizontal cross-section with width of the throat of the venturi being from one-fourth to onehalf the distance between the front ends of adjacent baflles, each of said baflles having a plurality of conduits, each of said conduit
- a wave-breaking device comprising a plurality of wave-breaking bafiles of substantial height and length but very small in lateral width, float means supporting said baffles vertically in laterally spaced, aligned relation and adapted to be anchored with said baffies tfacing into the waves, said baflles being of such vertical dimensions as to extend above and below the calm water line by a distance greater than the maximum height of the wave crests and depth of the wave troughs, respectively, each of said bafiles having pointed front and rear ends and outwardly curved wall portions extending from the front to the rear ends with the bafiies defining therebetween a plurality of separate passages of venturi-shaped cross section with the width of the throat of the venturi being from one-fourth to one-half the distance between the front ends of adjacent baflles, each of said baflies having a plurality of conduits, each of said conduits communicating with the throat of the venturi and with a point of greater cross-section in said venturi, a plurality of horizontal
- a wave-breaking device comprising a plurality of wave-breaking bafiles of substantial height and length but very small in lateral Width, a plurality of elongated pontoons of a length at least two times the maximum crest-to-crest length of the waves and supporting said baffles vertically in laterally spaced, aligned relation and adapted to be anchored with said bafiles facing into the waves, each of said baflies having pointed front and rear ends and outwardy curved wall portions extending from the front to the rear ends with the baflles defining therebetween a plurality of separate passages of venturi-shaped cross section with the width of the throat of the venturi being from one-fourth to one-half the distance between the front ends of adjacent baflies, a plurality of horizontally-extending flat plates extending between each of said vertically-extending baflies and substantially coextensively therewith, said fiat plates being spaced vertically from 'each other at a distance substantially equal to the distance between the pointed ends of adjacent vertically-
- a wave-breaking device comprising a plurality of vertically-extending wave-breaking bafcludes of substantial height and length but very small in lateral width, a plurality of elongated pontoons of a length at least two times the maximum crest-to-crest length of the waves and supporting said bafiies in laterally spaced, aligned relation and adapted to be anchored with said bafiles facing into the waves, said baflles being of such vertical dimen sions as to extend above and below the calm water level by a distance greater than the maximum height of the wave crests and maximum depth of the wave troughs, respectively, said bafiles having a horizontal length at least as great as the maximum crest-to-crest length of the waves, each of said baflies being hollow and having outwardly curved vertically-extending side walls meeting at front and rear edges to form front and rear pointed ends, said baflles being equally spaced and defining therebetween passages of venturi-shaped horizontal cross-section with the width of the throat of the venturi being from
Description
1951 LE ROI E. HUTCHINGS 2,994,201
WAVE SHIELD Filed April 25, 1957 2 Sheets-Sheet l 6 INVENTOR.
LeRoi E. Hurchings ATTORNEY Aug. 1, 1961 LE ROI E. HUTCHINGS WAVE SHIELD Filed April 25, 1957 2 Sheets-Sheet 2 INVENTOR.
LeRoi E. Hurchings Qil I II) CII: ::D
QZTIIIO OI O (IZZIZZO OIl IIIID @IZ'JZIZO OIZZifID FIG. 5
BY aria! i ATTORNE 2,994,201 WAVE SHIELD Le Roi E. Hutchings, Crystal Lake, 111., assignor to The Pure Oil Company, Chicago, 111., a corporation of Ohio Filed Apr. 25, 1957, Ser. No. 655,122 6 Claims. (C1. 61-5) This invention relates to new and useful improvements in wave-breaking devices and more particularly to a wavebreaking device which is operable to break waves into a series of interfering streams which emerge to form a calm area.
In many marine activities, such as the drilling of th shore oil and gas wells, erection of stationary structures, cargo unloading and transfer, etc., work is often interrupted and serious physical damage done by rough seas or heavy swells. In the construction of some off-shore installations work has been retarded as much as 50% due to adverse weather conditions. It has become important, therefore, to develop some means to calm small areas of water to permit work within such an area, in spite of high waves and bad weather conditions.
in some locations where the water is relatively shallow it is possible to erect fixed physical barriers, such as breakwaters and the like, which protect limited areas from wave action. In deeper water it is not possible to use fixed barriers and some attempts have been made to use floating barriers of various types to protect against high waves. Floating wave barriers which have been used in the past have always been moved readily by the waves which they are intended to break and have not proved satisfactory for calming high waves sufliciently to permit off-shore work during adverse weather conditions.
It is therefore one object of this invention to provide an improved wave-breaking device which may be used in deep water to protect off-shore work.
Another object of this invention is to provide an improved wave-breaking device which may be floated on the surface of the water for calming an area of water to permit work to be carried out therein.
A feature of this invention is the provision of a wavebrealcng device which includes a plurality of wave-breaking baffles which are shaped to provide passages of venturishaped cross-sections which are operable to calm waves passing therethrough.
Another feature of this invention is the provision of a wave-breaking device which floats on a plurality of elongated pontoons and which include spaced bafiies providing passages of venturi-shaped cross-section and extending above and below the calm water level by a distance at least as great as the crest-to-trough height of the waves.
Another feature of this invention is the provision of a wave-breaking device supported on a plurality of elongated pontoons and having bafile which are shaped to provide passages of venturi-shaped cross-section and having an arrangement of conduits for entraining air into water passing through the device at the throat of the venturi shaped passages.
Other objects and features of this invention will become apparent from time to time throughout the specifications and claims as hereinafter related.
In the accompanying drawings, to be taken as part of this specification, there is clearly and fully illustrated a preferred embodiment of this invention, in which drawings,
FIG. 1 is a view of part of a body of water showing a wave-breaking device positioned therein to calm an area behind the device,
FIG. 2 is a plan view of the wave-breaking device of this invention showing the supporting pontoons and wavebreaking baffles,
Patented Aug. 1-, 1961 FIG. 3 is a view in elevation showing the ends of the supporting pontoons of the wave-breaking baflles and showing horizontal plates which are positioned between the vertically extending bafiles to further restrict the flow of waves through this device,
'FIG. 4 is a detail plan view of two of the vertically extending wave-breaking bafiles on a slightly enlarged scale relative to the other figures, and illustrating certain somewhat critical dimensions of the baflies,
FIG. 5 is a view in side elevation of one of the vertically extending wave-breaking baffle which shows the location of conduits within the bafiles which are arranged to entrain air in the stream of water passing between adjacent bafiles, and
FIG. 6 is a sectional view taken on the line 6-6 of FIG. 5 showing the construction of one of the wavebreaking bafiies and the location of the air-entraining conduits therein.
This invention consists of a wave-breaking device which includes a plurality of wave-breaking baflles. The baflles are each provided with pointed front and rear ends and curved wall portions extending from the front to rear end. The bafiies are positioned in alignment and laterally spaced so that they define a plurality of separate passages of venturi-shaped horizontal cross-section. The battles are operable to break waves into a plurality of separate streams which emerge from the separate passage sub stantially free of wave motion. The wave-breaking device is preferably supported on two or more pontoons which are of sufiicient length to provide stability in rough water. The wave-breaking batlles extend above and below the calm water level by a distance at least as great as the crestto-trough height of the largest wave normally encountered.
Referring to the drawings by numerals of reference there is shown in FIG. 1 a portion of the surface of the water of a lake or seat which is very rough and has many high waves. Wave-breaking device 1 is located in this area and held in position by any suitable means, such as an anchor. The waves which pass through the wavebreaking device are substantially reduced in size and almost completely eliminated so that the area immediately behind the wave-breaking device is sufiiciently calm to carry out any desired work such as the construction of oil or gas wells or other stationary structures.
The wave-breaking device consists of a plurality of vertically-extending wave-breaking bafiies 2 which are supported on pontoons 3 and 4- by horizontally-extending supporting bars 5 and 6. Pontoons 3 and 4 must be of sufiicient length to avoid rocking of the device by the waves, and should therefore be at least twice as long as the crest-to-crest wave length of the largest waves to be broken by the device.
Wave-breaking baflles Z are supported so that their upper ends extend above the calm water level by a distance at least the height from crest to trough of the largest waves to be broken. Bafiles 2 extend below the calm water level a distance 1 to /2 times the crest-t0- trough height of the largest waves to be broken. The device is also provided with a plurality of horizontallyextending walls or plates 7 which are vertically spaced and divide the space between individual bafies 2 into a plurality of vertically-spaced and horizontally-extending passages. These plates 7 are preferably spaced vertically from each other at a distance substantially equal to the distance between the pointed front ends of adjacent vertically-extended baffles 2, and are substantially coextensive therewith.
Wave-breaking bafiies 2 each have pointed front ends 8 and pointed rear ends 9 which are connected by curved 3 wall portions and 11, respectively. The walls of pointed front end 8 of baffle 2 meet at an angle of 60. The angle of the walls of the rear pointed-end portion of bathe 2 is preferably equal to or less than 14. The curvature of the walls of bafiles 2 is such that the passages between adjacent baflles 2. is such that the passages between adjacent bafiles are of a venturi-shaped horizontal cross-section.
The baflies are spaced so that the width d of the throat of the venturi passage is from /4 to /2 the lateral spacing d between the front ends of adjacent baffles. The front end portions of the baffles have a length d from /2 to the lateral spacing (1 between the adjacent bafiles. The curved central portion of the wall of the baffies adjacent to the venturi throat has a length d which is /2 to 1 times the lateral spacing d The trailing end-portion of the baffles, from the curved central portion back to pointed rear end 9, is of a length from 2 to 3 times the lateral spacing d when the venturi throat width a is /2 to A d The total length of the wave-breaking battles is equal to d +d +d which is a distance not less than the maximum crest-to-crest wave length of the largest waves to be broken.
The wave-breaking bafiles may also be provided (as shown in FIGS. 5 and 6) with a plurality of conduits, 12 and 13, which extend from apertures 14 and 15, respectively, at the venturi throat, to apertures 16 and 17, respectively, at pointed leading end 8 of the bafiles. Conduits 12 and 13 are positioned to entrain air and/ or water from the forward end of the baffles and mix the same with the water passing through the venturi throat. This mixing action produces a considerable amount of froth and foam which further tends to calm the wave motion.
As is seen from the foregoing description, the size and proportions of this wave-breaking device must be varied according to specific situations in which the device is to be used. Thus, a larger device is required for the breaking and calming of large ocean waves than is required for the breaking and calming of the Waves of an inland lake. If it is desired to calm an area of rough sea 100 feet wide, where the waves have crest-to-crest distances of 90 feet and crest-to-trough distances of 20 feet, the following dimensions are required for this wave-breaking device. The length of supporting pontoons 3 and 4 for this particular application is 270 feet. Six vertical venturi battles 2 are supported on horizontal supporting bars 5 and 6 and have a height of feet. The bafiles are spaced 20 feet apart at their front and rear ends and provide a venturi throat which is 5 feet in width. The length of the leading end is 15 feet. The curved portion adjacent to the venturi throat is 20 feet long and the trailing end is feet long. The overall length of the bafiies is 95 feet for this particular installation. This wave-breaking device is anchored at the windward edge of the area to be protected, with the front ends of the baffles pointing into the oncoming waves. The waves which pass through the passages between venturi bafiles 2 and horizontal plates '7 are broken up into a number of separate streams each of which interferes with the adjacent streams, and produces a relatively calm area to the rear of the device with the waves substantially reduced in height.
While there has been described only one preferred embodiment of this invention, it will be obvious to those skilled in the art that modifications of this invention can be made without departing from the scope of intended coverage of the invention as defined in the appended claims.
What is claimed as this invention is:
1. A wave-breaking device comprising a plurality of vertically-extending wave-breaking bafiles of substantial height and length but very small in laterial width, means supporting said bafiies in laterally spaced, aligned relation facing into the prevailing waves, said baffles being of such vertical dimension as to extend above and below the calm water line by a distance greater than the maximum height of the wave crests and depth of the wave troughs, respectively, each of said baffies having pointed front and rear ends and outwardly curved wall portions extending from the front to rear end with the bafiles defining therebetween a plurality of separate passages of venturi-shaped horizontal cross-section with the width of the throat of the venturi being from one-fourth to onehalf the distance between the front ends of adjacent baffles, a plurality of horizontally-extending flat plates extending between each of said vertically-extending battles and substantially coextensively therewith, said flat plates being spaced vertically from each other at a distance substantially equal to the distance between the front pointed ends of adjacent vertically-extending baffles, said flat plates dividing said venturi-shaped passages into a plurality of separate vertically-spaced passages, and said baffles being adapted to break waves into a plurality of separate streams which emerge from the separate passages substantially reduced in height.
2. A wave-breaking device comprising a plurality of vertically-extending wave-breaking baffles, means supporting said bailles in laterally spaced, aligned relation facing into the prevailing waves, said bafiles being of such vertical dimensions as to extend above and below the calm water level by a distance greater than the maximum height of the wave crests and maximum depth of the wave troughs, respectively, said baffles having a horizontal length at least as great as the maximum crest-to-crest length of the waves, said bafiles having a horizontal width which is a small fraction of the length thereof, each of said baffles being hollow and having outwardly curved vertically-extending side-walls meeting at front and rear edges to form front and rear pointed ends, said baffles being equally spaced and defining therebetween passages of venturi-shaped horizontal cross-section with the width 7 of the throat of the venturi being from one-fourth to one-half the distance between the front ends of adjacent baffles, each of said baffies having a plurality of conduits, each of said conduits communicating with the throat of the venturi and with a point of greater crosssection in said venturi, and said bafiies being adapted to break waves into a plurality of separate streams and to entrain air therein so that the streams emerging from the device are substantially reduced in wave height.
3. A wave-breaking device comprising a plurality of vertically-extending wave-breaking bafiles, means supporting said baflles in laterally spaced, aligned relation facing into the prevailing waves, said baflles being of such vertical dimensions as to extend above and below the calm water level by a distance greater than the maximum height of the wave crests and maximum depth of the wave troughs, respectively, said bafiies having a horizontal length at least as great as the maximum crest-tocrest length of the waves, said baffles having a horizontal width which is a small fraction of the length thereof, each of said baffles being hollow and having outwardly curved vertically-extending side-walls meeting at front and rear edges to form front and rear pointed ends, said baffles being equally spaced and defining therebetween passages of venturi-shaped horizontal cross-section with width of the throat of the venturi being from one-fourth to onehalf the distance between the front ends of adjacent baflles, each of said baflles having a plurality of conduits, each of said conduits communicating with the throat of the venturi and with a point of greater cross-section in said venturi, a plurality of horizontally-extending fiat plates extending between each of said vertically-extending bafiies and substantially coextensively therewith, said flat plates being spaced vertically from each other at a distance substantially equal to the distance between the pointed ends of adjacent vertically-extending bafiies, said fiat plates dividing said venturi'shaped passages into a plurality of separate vertically-spaced passages, and said bafiles being adapted to break Waves into a plurality of separate streams and to entrain air therein so that the streams emerging from the device are substantially re duced in wave height.
4. A wave-breaking device comprising a plurality of wave-breaking bafiles of substantial height and length but very small in lateral width, float means supporting said baffles vertically in laterally spaced, aligned relation and adapted to be anchored with said baffies tfacing into the waves, said baflles being of such vertical dimensions as to extend above and below the calm water line by a distance greater than the maximum height of the wave crests and depth of the wave troughs, respectively, each of said bafiles having pointed front and rear ends and outwardly curved wall portions extending from the front to the rear ends with the bafiies defining therebetween a plurality of separate passages of venturi-shaped cross section with the width of the throat of the venturi being from one-fourth to one-half the distance between the front ends of adjacent baflles, each of said baflies having a plurality of conduits, each of said conduits communicating with the throat of the venturi and with a point of greater cross-section in said venturi, a plurality of horizontallyextending flat plates extending between each of said vertically-extending baflles and substantially coextensively therewith, said flat plates being spaced vertically from each other a distance substantially equal to the distance between the pointed ends of adjacent vertically-extending baflies, said flat plates dividing said venturi-shaped passages into a plurality of separate vertically-spaced passages, and said bafiies being adapted to break waves into a plurality of separate streams which emerge at the rear of the device substantially reduced in height.
5. A wave-breaking device comprising a plurality of wave-breaking bafiles of substantial height and length but very small in lateral Width, a plurality of elongated pontoons of a length at least two times the maximum crest-to-crest length of the waves and supporting said baffles vertically in laterally spaced, aligned relation and adapted to be anchored with said bafiles facing into the waves, each of said baflies having pointed front and rear ends and outwardy curved wall portions extending from the front to the rear ends with the baflles defining therebetween a plurality of separate passages of venturi-shaped cross section with the width of the throat of the venturi being from one-fourth to one-half the distance between the front ends of adjacent baflies, a plurality of horizontally-extending flat plates extending between each of said vertically-extending baflies and substantially coextensively therewith, said fiat plates being spaced vertically from 'each other at a distance substantially equal to the distance between the pointed ends of adjacent vertically-extending baffies, said flat plates dividing said venturi-shaped passages into a plurality of separate vertically spaced passages, and said baflies being adapted to break Waves into a plurality of separate streams which emerge at the rear of the device substantially reduced in height.
6. A wave-breaking device comprising a plurality of vertically-extending wave-breaking bafiiles of substantial height and length but very small in lateral width, a plurality of elongated pontoons of a length at least two times the maximum crest-to-crest length of the waves and supporting said bafiies in laterally spaced, aligned relation and adapted to be anchored with said bafiles facing into the waves, said baflles being of such vertical dimen sions as to extend above and below the calm water level by a distance greater than the maximum height of the wave crests and maximum depth of the wave troughs, respectively, said bafiles having a horizontal length at least as great as the maximum crest-to-crest length of the waves, each of said baflies being hollow and having outwardly curved vertically-extending side walls meeting at front and rear edges to form front and rear pointed ends, said baflles being equally spaced and defining therebetween passages of venturi-shaped horizontal cross-section with the width of the throat of the venturi being from one-fourth to one-half the distance between the front ends of adjacent baflles, each of said baflles having a plurality of conduits, each of said bafiles communicating with the throat of the venturi and with a point of greater cross-section in said venturi, and said baflies being adapted to break waves into a plurality of separate streams and to entrain air therein so that the streams emerging from the device are substantially free of wave motion.
References Cited in the file of this patent UNITED STATES PATENTS 1,353,001 Uriarte Sept. 14, 1920 1,846,278 Roane Feb. 23, 1932 2,044,795 Knight June '23, 1936 2,658,350 Magill NOV. 10, 1953 FOREIGN PATENTS 358,192 Germany 1922 582,470 France 1924 UNITED STATES PATENT OFFICE CERTIFICATION OF CORRECTION Patent No 2,994,,201 August 1,; 1961 Le Roi. E., Hutchings' It is hereby certified that error appears in the above numbered patent requiring correction and that the said Letters Patent should read as corrected below.
(SEAL) Attestz- ESTON G. JOHNSON DAVID L' LADD Attesting Officer Commissioner of Patents
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
US655122A US2994201A (en) | 1957-04-25 | 1957-04-25 | Wave shield |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
US655122A US2994201A (en) | 1957-04-25 | 1957-04-25 | Wave shield |
Publications (1)
Publication Number | Publication Date |
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US2994201A true US2994201A (en) | 1961-08-01 |
Family
ID=24627619
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
US655122A Expired - Lifetime US2994201A (en) | 1957-04-25 | 1957-04-25 | Wave shield |
Country Status (1)
Country | Link |
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US (1) | US2994201A (en) |
Cited By (15)
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US3276209A (en) * | 1962-09-25 | 1966-10-04 | Daryl R Mosdell | Floating marine structure |
US3444693A (en) * | 1967-02-27 | 1969-05-20 | Mc Donnell Douglas Corp | Water wave suppression device |
US3465528A (en) * | 1967-04-25 | 1969-09-09 | Ernest M Usab | Floating wave suppressor |
US3595026A (en) * | 1968-04-05 | 1971-07-27 | Resa Ag | Breakwater |
US3800543A (en) * | 1972-06-06 | 1974-04-02 | W Moore | Offset breakwater configuration |
JPS5295844A (en) * | 1976-02-09 | 1977-08-11 | Kaiyo Kagaku Gijutsu Center | Underwater resistant plate type floating wave eliminator with long float for fixation |
US4078605A (en) * | 1977-02-25 | 1978-03-14 | Cameron Iron Works, Inc. | Riser pipe string |
US4439058A (en) * | 1982-02-08 | 1984-03-27 | University Of Miami | Asymmetric seaweeds |
US4768896A (en) * | 1986-12-22 | 1988-09-06 | Moore Walter L | Offset breakwater device |
US4984935A (en) * | 1986-12-22 | 1991-01-15 | Petroleo Brasileiro S.A. -Petrobras | Floating enclosed offshore support structure |
US20100124459A1 (en) * | 2008-11-19 | 2010-05-20 | Kelly Slater | Surface Gravity Wave Generator And Wave Pool |
US20140199123A1 (en) * | 2013-01-16 | 2014-07-17 | Douglas Poscich | Hydrofission barrier |
US9476213B2 (en) | 2008-11-19 | 2016-10-25 | Kelly Slater Wave Company, Llc. | Wave generator system and method for free-form bodies of water |
US10597884B2 (en) | 2017-08-30 | 2020-03-24 | Kelly Slater Wave Company, Llc | Wave pool and wave generator for bi-directional and dynamically-shaped surfing waves |
US11619056B2 (en) | 2008-11-19 | 2023-04-04 | Kelly Slater Wave Company, Llc | Surface gravity wave generator and wave pool |
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Cited By (31)
Publication number | Priority date | Publication date | Assignee | Title |
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US3276209A (en) * | 1962-09-25 | 1966-10-04 | Daryl R Mosdell | Floating marine structure |
US3444693A (en) * | 1967-02-27 | 1969-05-20 | Mc Donnell Douglas Corp | Water wave suppression device |
US3465528A (en) * | 1967-04-25 | 1969-09-09 | Ernest M Usab | Floating wave suppressor |
US3595026A (en) * | 1968-04-05 | 1971-07-27 | Resa Ag | Breakwater |
US3800543A (en) * | 1972-06-06 | 1974-04-02 | W Moore | Offset breakwater configuration |
JPS5295844A (en) * | 1976-02-09 | 1977-08-11 | Kaiyo Kagaku Gijutsu Center | Underwater resistant plate type floating wave eliminator with long float for fixation |
JPS5426830B2 (en) * | 1976-02-09 | 1979-09-06 | ||
US4078605A (en) * | 1977-02-25 | 1978-03-14 | Cameron Iron Works, Inc. | Riser pipe string |
US4439058A (en) * | 1982-02-08 | 1984-03-27 | University Of Miami | Asymmetric seaweeds |
US4768896A (en) * | 1986-12-22 | 1988-09-06 | Moore Walter L | Offset breakwater device |
US4984935A (en) * | 1986-12-22 | 1991-01-15 | Petroleo Brasileiro S.A. -Petrobras | Floating enclosed offshore support structure |
US8573887B2 (en) * | 2008-11-19 | 2013-11-05 | Kelly Slater Wave Company, Llc | Surface gravity wave generator and wave pool |
US9546491B2 (en) | 2008-11-19 | 2017-01-17 | Kelly Slater Wave Company, Llc. | Surface gravity wave generator and wave pool |
US20130036545A1 (en) * | 2008-11-19 | 2013-02-14 | Kelly Slater | Surface Gravity Wave Generator And Wave Pool |
US20100124459A1 (en) * | 2008-11-19 | 2010-05-20 | Kelly Slater | Surface Gravity Wave Generator And Wave Pool |
US11619056B2 (en) | 2008-11-19 | 2023-04-04 | Kelly Slater Wave Company, Llc | Surface gravity wave generator and wave pool |
US8262316B2 (en) * | 2008-11-19 | 2012-09-11 | Kelly Slater Wave Company, Llc | Surface gravity wave generator and wave pool |
US9476213B2 (en) | 2008-11-19 | 2016-10-25 | Kelly Slater Wave Company, Llc. | Wave generator system and method for free-form bodies of water |
US10858851B2 (en) | 2008-11-19 | 2020-12-08 | Kelly Slater Wave Company, Llc | Wave generator system and method for free-form bodies of water |
US9574360B2 (en) | 2008-11-19 | 2017-02-21 | Kelly Slater Wave Company, Llc. | Surface gravity wave generator and wave pool |
US10066410B2 (en) | 2008-11-19 | 2018-09-04 | Kelly Slater Wave Company, Llc | Surface gravity wave generator and wave pool |
US10081956B2 (en) | 2008-11-19 | 2018-09-25 | Kelly Slater Wave Company | Wave generator system and method for free-form bodies of water |
US11441324B2 (en) | 2008-11-19 | 2022-09-13 | Kelly Slater Wave Company, Llc | Wave generator system and method for free-form bodies of water |
US10221582B2 (en) | 2008-11-19 | 2019-03-05 | Kelly Slater Wave Company, Llc | Surface gravity wave generator and wave pool |
US10890004B2 (en) | 2008-11-19 | 2021-01-12 | Kelly Slater Wave Company | Surface gravity wave generator and wave pool |
US9260831B2 (en) * | 2013-01-16 | 2016-02-16 | Douglas Poscich | Hydrofission barrier |
US10145072B2 (en) | 2013-01-16 | 2018-12-04 | Douglas Poscich | Hydrofission barrier |
US20140199123A1 (en) * | 2013-01-16 | 2014-07-17 | Douglas Poscich | Hydrofission barrier |
US10597884B2 (en) | 2017-08-30 | 2020-03-24 | Kelly Slater Wave Company, Llc | Wave pool and wave generator for bi-directional and dynamically-shaped surfing waves |
US11280100B2 (en) | 2017-08-30 | 2022-03-22 | Kelly Slater Wave Company, Llc | Wave pool and wave generator for bi-directional and dynamically-shaped surfing waves |
US11851906B2 (en) | 2017-08-30 | 2023-12-26 | Kelly Slater Wave Company, Llc | Wave pool and wave generator for bi-directional and dynamically-shaped surfing waves |
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