US669192A - Dredging apparatus. - Google Patents

Dredging apparatus. Download PDF

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Publication number
US669192A
US669192A US1919498A US1898019194A US669192A US 669192 A US669192 A US 669192A US 1919498 A US1919498 A US 1919498A US 1898019194 A US1898019194 A US 1898019194A US 669192 A US669192 A US 669192A
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Prior art keywords
tube
jet
water
air
gangue
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Expired - Lifetime
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US1919498A
Inventor
John C Whisler
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
EGBERT W GILLETT
JAMES P COLE
Original Assignee
EGBERT W GILLETT
JAMES P COLE
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Application filed by EGBERT W GILLETT, JAMES P COLE filed Critical EGBERT W GILLETT
Priority to US1919498A priority Critical patent/US669192A/en
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Publication of US669192A publication Critical patent/US669192A/en
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Expired - Lifetime legal-status Critical Current

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    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02FDREDGING; SOIL-SHIFTING
    • E02F3/00Dredgers; Soil-shifting machines
    • E02F3/04Dredgers; Soil-shifting machines mechanically-driven
    • E02F3/88Dredgers; Soil-shifting machines mechanically-driven with arrangements acting by a sucking or forcing effect, e.g. suction dredgers
    • E02F3/90Component parts, e.g. arrangement or adaptation of pumps
    • E02F3/92Digging elements, e.g. suction heads
    • E02F3/9243Passive suction heads with no mechanical cutting means
    • E02F3/925Passive suction heads with no mechanical cutting means with jets

Definitions

  • the invention relates to apparatus used for dredging submerged beds of alluvial silt, sand, or gravel, and it can be employed to advantage in penetrating several successive layers of deposit,as in working beneath placerstreams, 8210., until bed-rock is reached.
  • the invention designs to employ an upright main gangue-tube and in conjunction therewvith a water-jet passage to dislodge and stir the silt from its bed, while a separate air-jet passage is in action to draw the commingled water and solid materials into the ganguetube at the mouth near its lower end and thereupon forcibly lift the mixture up through the main tube and out at the top.
  • Figure l is an elevation view of the improved device suitably suspended in position, as by rope and tackle,from the swinging boom of a boat; Fig. 2, a central longitudinal section at the foot of this gangue-tube.
  • Gangue-tube A consists of several sections threaded or otherwise fastened to constitute a closed passage leading from the bed of deposit to an outlet-point overhead, above the surface of the water. As the apparatus penetrates farther and farther into the bed additional sections can be united to tube A, if necessary, to allow for the increased depth.
  • Semicircular clamps a embrace the tube A at convenient distance apart and on bolting together serve to clasp by opposite terminals the water-pipe b and air-pipe c.
  • the pipes afford passage external to gangue-tube A, and, as heretofore shown, said pipes extend the length of the gangue-tube and by suitable connections are united overhead with the sources of supply, the air being stored in a reservoir under desired pressurec. g., seventy to one hundred and fifty poundswhile the water is in general delivered directly from a force-pump into pipe 1).
  • nipple d on the lower end of tube A extends the jet-terminal c for airpipe 0.
  • the jet opens into tube A and acts in ejector-like fashion against the body of water and suspended stuff to force the mixed material up the gangue-tube Aand out at the top.
  • the jet also serves to draw into tube A by lateral branch A additional sup- 6o plies of water and solid material derived from the adjacent bed.
  • Water-pipe b has companion jet-terminals b 17 One of these, as at 19, projects through the branch A for the gangue-tube and supplements the delivery of the water, sand,&c., so that the mixture is directed into position to encounter the air-jet.
  • the water-supply which issues at jet b is discharged at rapid intervals-e. g., at one hundred to two hun- 7o dred pounds pressure under influence of the force-pump, and thus serves to impact the air into successive portions alternating in measure with the detritus.
  • the Water being projected from jet 1) in energetic streams at quick succession prevents the air from downward expansion and by its ham mer-like efiect compels the air to rise somewhat as a piston, carrying the detritus along with'it in Watery suspension.

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  • Engineering & Computer Science (AREA)
  • Mechanical Engineering (AREA)
  • Mining & Mineral Resources (AREA)
  • Civil Engineering (AREA)
  • General Engineering & Computer Science (AREA)
  • Structural Engineering (AREA)
  • Air Transport Of Granular Materials (AREA)

Description

N0. 669,l92. Patented Mar. 5, IQDI.
' J. C. WHISLER.
DBEDGING APPARATUS. (Application filed May 2, i898- Renawfll June 4. 1900.)
(No man.)
cm Gi NEE JOHN C. W'HISLER, OF CHICAGO, ILLINOIS, ASSIGNOR TO JAMES P. COLE AND EGBERT W. GILLET'I, OF SAME PLACE.
DREDGING APPARATUS.
SPECIFICATION forming part of Letters Patent No. 669,192, dated March 5, 1901.
Application filed May 2, 1898. Renewed June 4, 1900. Serial No. 19,194. (No model.)
To aZZ whom it warty concern:
Be it known that I, JOHN C. WHISLER, a resident of the city of Chicago, in the county of Cook and Stateof Illinois, have invented certain new. and useful Improvements in Dredging Apparatus, of which I do declare the following to be a full, clear, and exact description, sufficient to enable others skilled in the art to make and use the same.
The invention relates to apparatus used for dredging submerged beds of alluvial silt, sand, or gravel, and it can be employed to advantage in penetrating several successive layers of deposit,as in working beneath placerstreams, 8210., until bed-rock is reached.
The invention designs to employ an upright main gangue-tube and in conjunction therewvith a water-jet passage to dislodge and stir the silt from its bed, while a separate air-jet passage is in action to draw the commingled water and solid materials into the ganguetube at the mouth near its lower end and thereupon forcibly lift the mixture up through the main tube and out at the top.
On the drawings like parts bear-like designation throughout.
Figure l is an elevation view of the improved device suitably suspended in position, as by rope and tackle,from the swinging boom of a boat; Fig. 2, a central longitudinal section at the foot of this gangue-tube.
Gangue-tube A consists of several sections threaded or otherwise fastened to constitute a closed passage leading from the bed of deposit to an outlet-point overhead, above the surface of the water. As the apparatus penetrates farther and farther into the bed additional sections can be united to tube A, if necessary, to allow for the increased depth.
Semicircular clamps a embrace the tube A at convenient distance apart and on bolting together serve to clasp by opposite terminals the water-pipe b and air-pipe c. The pipes afford passage external to gangue-tube A, and, as heretofore shown, said pipes extend the length of the gangue-tube and by suitable connections are united overhead with the sources of supply, the air being stored in a reservoir under desired pressurec. g., seventy to one hundred and fifty poundswhile the water is in general delivered directly from a force-pump into pipe 1).
Through a nipple d on the lower end of tube A extends the jet-terminal c for airpipe 0. The jet opens into tube A and acts in ejector-like fashion against the body of water and suspended stuff to force the mixed material up the gangue-tube Aand out at the top. The jet also serves to draw into tube A by lateral branch A additional sup- 6o plies of water and solid material derived from the adjacent bed.
Water-pipe b has companion jet-terminals b 17 One of these, as at 19, projects through the branch A for the gangue-tube and supplements the delivery of the water, sand,&c., so that the mixture is directed into position to encounter the air-jet. The water-supply which issues at jet b is discharged at rapid intervals-e. g., at one hundred to two hun- 7o dred pounds pressure under influence of the force-pump, and thus serves to impact the air into successive portions alternating in measure with the detritus. The Water being projected from jet 1) in energetic streams at quick succession prevents the air from downward expansion and by its ham mer-like efiect compels the air to rise somewhat as a piston, carrying the detritus along with'it in Watery suspension.
By trapping the air in manner detailed, through the medium of a force-pump waterjet,the frictional resistance along the ganguetube is markedly lessened owing to the elasticity of the confined air. Something of the same effect ensues if the water at jet B proceeds from a storage-tank rather than from the direct-acting pump; but the result is distinctly inferior and the use of the storage-tank is not to be preferred. The other terminal 19 of the water-jet extends beneath the main ganguetube A and serves as a teaser or leader jet to loosen and scatter the deposit in advance of the progressive descent of the main tube. If the descent he arrested at any position, it is obvious that leader-jet I) soon clearsa space,and by swinging the suspension-boom overhead from time to time the dredge can be advanced against new portions of the deposit existing at like Patent, is-
1. In dredging apparatus, the combination with the main tube, of the upward air-jetdischarging thereinto near its lower end and a separate water-jet suitably projected to impact the air at rapid intervals within the tube against downward expansion and compel it to rise with the suspended gangue through the main tube, substantially as described.
2. In dredging apparatus, the combination with the suspended gangue tube projecting into the submerged deposits, of the air pipe or passage having an upward discharge-jet near the lower end thereof and a separate water pipe or passage opening jet-like into said tube beneath the air-discharge to impact the air and force it upward together withthe water and suspended solids, substantially as described.
3. In dredging apparatus, the combination with the suspended ganguetube projecting into the submerged deposits, of the air pipe or passage having an upward discharge-jet near the lower end thereof, and a separate water pipe or passage furnished with a leaderjet beneath the gangue-tnbe and with an impact-jet emerging into said tube below the air-inlet to confine the air against down ward expansion and: force it toward the mouth of the tube along with the water and suspended solids, substantially as described.
JOHN C. WHISLER.
Witnesses:
JAMES McGRA'rH, FRED. J. JARVIS.
US1919498A 1898-05-02 1898-05-02 Dredging apparatus. Expired - Lifetime US669192A (en)

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Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US2879649A (en) * 1953-08-21 1959-03-31 Hartwell A Elliott Pipe laying device
US3128604A (en) * 1960-05-16 1964-04-14 William A Sandberg Off shore drilling rig
US4412394A (en) * 1982-09-09 1983-11-01 Coker Earnest Z Dredging suction-jet head
US5129167A (en) * 1989-08-29 1992-07-14 Ikikaihatu Yugen Kaisya Method of and apparatus for preventing diffusion of muddy water in sand gathering equipment

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US2879649A (en) * 1953-08-21 1959-03-31 Hartwell A Elliott Pipe laying device
US3128604A (en) * 1960-05-16 1964-04-14 William A Sandberg Off shore drilling rig
US4412394A (en) * 1982-09-09 1983-11-01 Coker Earnest Z Dredging suction-jet head
US5129167A (en) * 1989-08-29 1992-07-14 Ikikaihatu Yugen Kaisya Method of and apparatus for preventing diffusion of muddy water in sand gathering equipment

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