US38544A - Improvement in apparatus for sewerage - Google Patents
Improvement in apparatus for sewerage Download PDFInfo
- Publication number
- US38544A US38544A US38544DA US38544A US 38544 A US38544 A US 38544A US 38544D A US38544D A US 38544DA US 38544 A US38544 A US 38544A
- Authority
- US
- United States
- Prior art keywords
- pipes
- compartments
- deposits
- pumps
- water
- 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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- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 22
- 239000007787 solid Substances 0.000 description 20
- 239000003643 water by type Substances 0.000 description 7
- 238000007599 discharging Methods 0.000 description 6
- 238000001914 filtration Methods 0.000 description 4
- 238000010276 construction Methods 0.000 description 3
- 239000000463 material Substances 0.000 description 3
- 230000009471 action Effects 0.000 description 2
- 238000004140 cleaning Methods 0.000 description 2
- 238000010992 reflux Methods 0.000 description 2
- 238000003756 stirring Methods 0.000 description 2
- 208000027418 Wounds and injury Diseases 0.000 description 1
- 230000008859 change Effects 0.000 description 1
- 238000011109 contamination Methods 0.000 description 1
- 230000006378 damage Effects 0.000 description 1
- 238000000151 deposition Methods 0.000 description 1
- 239000002657 fibrous material Substances 0.000 description 1
- 208000014674 injury Diseases 0.000 description 1
- 229910052500 inorganic mineral Inorganic materials 0.000 description 1
- 230000014759 maintenance of location Effects 0.000 description 1
- 230000007246 mechanism Effects 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 239000011707 mineral Substances 0.000 description 1
- 230000008569 process Effects 0.000 description 1
- 238000005086 pumping Methods 0.000 description 1
- 230000000717 retained effect Effects 0.000 description 1
Images
Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02F—DREDGING; SOIL-SHIFTING
- E02F5/00—Dredgers or soil-shifting machines for special purposes
- E02F5/02—Dredgers or soil-shifting machines for special purposes for digging trenches or ditches
- E02F5/10—Dredgers or soil-shifting machines for special purposes for digging trenches or ditches with arrangements for reinforcing trenches or ditches; with arrangements for making or assembling conduits or for laying conduits or cables
- E02F5/104—Dredgers or soil-shifting machines for special purposes for digging trenches or ditches with arrangements for reinforcing trenches or ditches; with arrangements for making or assembling conduits or for laying conduits or cables for burying conduits or cables in trenches under water
-
- 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
- Y10S—TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y10S428/00—Stock material or miscellaneous articles
- Y10S428/90—Magnetic feature
Definitions
- This apparatus which I denominate the floating sanitary sewerage-receptacle and 'suction dredging-boat, consists of a floating vessel capable of being propelled by steampower or by other means, having within it one or more deposit-compartments, whose capacity is a very considerable proportion of that of the whole vessel, (provision being made for buoyancy,) for the reception of sewerage deposits or of muddy or other deposits obtained from the bottoms of docks, harbors, rive-rs, bays, or other.
- the principal object of the invention is the remova-lof deposits which have been or are delivered from sewers at their outlets but it may be used general] y for the'removal of heavy deposits from the bottoms of docks, rivers, bays, harbors, and other waters, or the solid or decomposing matters that maybe suspended in the waters thereof, and also of the sunken or floating decomposing or pntrefyingorganic matter formed in rivers, streams, or 'other waters, and thereby serves not only to prevent the contamination of the atmosphere, but to prevent in a great measure the-formation ofmud banks and deposits which require to be removed by digging and the filling up of docks and under piers, and thus to prevent injury to harbors.
- the hull of the vessel may be specially constructed for the purpose, or the hull of a vessel of suitable form and capacity may be obtained and converted to the purpose.
- Thedaposit compartment or compartments A A for the reception of the sedimentary deposits or solid matters, may. be constructed and arrangedin the middle of the hull, with buoyant compartments B B at the sides of or around them.
- the buoyant compartments B B may contain the boilers D D for the generation ofthe steam to drive the propelling-engine O and to operate the pumps, or the boilers may be arranged on deck.
- the propelling or pumping engine or engines may be arranged on deck or in the compartments B B.
- the pumps E E Fand F F may'also be arranged on deck, as represented, or below the deck and below the Waterline, so as to be always charged.
- Ihe pumps may be either of .the reciprocating or rotary kind, or of both kinds, and may be driven by the same engine as is used for propulsion, or may be what are known as steam pumps, but, generally speaking, I prefer to use rotary pumps, as obstacles-in the suction pipes of such pumps may be removed by reversing their motion.
- E E represent steam-pumps, and F F l?" rctary pumps, tobe driven by the propelling engine, having connected with them pipes G G H H H H and J?
- P Gr G and H H may be used as suction-pipesin taking the deposits or muddy water into the depositcompartments A A; or as discliarg pipes in emptying the compartments of mu r'other solid or nearly solid matter, theiraction being "changed by reversing the direction of the rotation of the pumps in thecase of the rotarypumps, or by a suitable system of connections and valves or gates in the case of reciprocating pumps.
- These pipes G G H H may be made with flexible joints, toenable them to be directed to the point from which it is desirable to take the deposits or muddy water, when used as suction-pipes,such direction being effected by light derrlclts Q R or their equivalents.
- the pipes H H are delivery-pipes, through which the deposits or muddy water is delivered by the pumps into the compartments A A.
- the pipes P P are suction-pipes for discharging the mud or other nearly solid matter from the compartments A A. These pipes are tobe closed by valves or gates o 0 at all times but when discharging the when discharging the said compartments by tther means to be presently described.
- K K are dischargepipes leading overboard from the compartments A A for the purpose of discharging water from the said compartments while the deposits and-solid matters are being collected.
- such pipes communicating with the said compartments near the top thereof, and being fitted with filters ,L L, which constitute one of the essential elements of my inv.ent-ion,-their object being to retain the deposits or solid matters in the said compartments, while the water is beingv forced through the said filters and pipes by the overflow consequent upon the said compartments being filled to a higher level than the water out side, aidedby the pressure produced in the said compartments by the pumps, the said compartments being made air-tight, or nearly so, at the top by means of the covering-deckof the vessel.
- the pipes, K K may be. continued downward;-
- the filters may be of any suitable-construction varying according to the character of the deposits. pumped into" t e reservoir. For instance, floating or decomposing matter requiring a-filtering material, of a differentcharacter from that required by dense 'and heavy deposits, andrequiring a filter of different form and construction, and when the matters taken into. the compartments contain a larger proportion of water the filters must be of larger size or have larger outlets.
- the filtering material may be sponge, granulated mineral matter, or coarse fibrous material, but provision should be made for cleaning the filters from time to time or forrendering them self-cleaning, as by reversing their position to cause the direction of the flow 'of. water through them to be reversed; and they may be provided with means of adjustment as the nature of the process and state compartments A A, or
- the sewerage and, deposit matter may require, for instance to. open'thefiber of the filsen the same, and there- .the pipes K K, for the purpose of closing the said pipes while thefilters are taken out through suitable openings to be cleaned or repaired, or to have the filtering material changed when necessary.
- Scuttles or large rotary-disk valves I may be provided inthe bottoms of the compartments A A for letting out the deposits or nearly solid matters which have been col-- lccted therein, such scuttles or valves to be opened by any suitable mechanism provided on deck;
- the operationof the apparatus is as fol lows: It is propelled to theplace from whence the deposits or solid matters are to be collected, the valves m m are opened, and those 0 0 are closed, and the pipes G G and H H.
- the pumps are set in operation, the direction in which the pumps are worked being such as to make the said pipes serve as suction-pipes in the case of rotary pumps; or the connections of the said pipes having been first properly adjusted for the purpose as hereinbefore specified in the case of reciprocating pumps.'
- the deposits, with more or less water, or the muddy water, is then pumped into the compartments A A through the pipes lEl H, and when the said compartments become -full the water pumped in passes ofi' throughthe filtersL L and pipes K .K, and the said compartments become. graduallyfilled-up with deposits or solid matters.
- the said contents may be discharged and used for filling up low lands 01" lots, or carried off by the vessel itself and discharged into deep water beyond the action of the reflux of the tides or of return currents,such discharge being efl'ected either by the action of the pumps or by opening the scuttles or valves I. If the pumps are used for this purpose, the valves 0 o are opened, and those m m are closed.
- the pipes .H H are also closed by suitable gates or w of'a freer passage of f the sewerage matter as position to be valves, and in the ease of reciprocating pumps the connections of the pipes G G and H H are so adjusted as tomake the said pipes disch argepipes before setting the said pumps in operation; or, in the case of rotary pumps being used, they are set in operation in a direction to make U G and H H discharge-pipes. On the pumps being set in operation the contents of the compartments A A are pumped out.
- one or more of the pumps mayhave the connections of its pipes so arranged, or have such direction given to its rotation, that itmay force clean Water from outside the vessel into the compartments A A to loosen or stir up the solid matters or any remaining portion of them to enable the said matters to be discharged, that the compartcompartment or compartments AA, it may be held in place by anchors or by'dropping into the mud or on to the bottom or led below the Water, a cylinder furnished on its periphery with, teeth or cutters and attached to the vessel at the head or stern or such other part as may be desirable, said cylinder being so combined with the engine on board the vessel that it may have rotary motion given to it for the purpose of stirring, cutting up, or loosening the bottom bed or deposits when of a hard or compact character, to bring them to a condi tion to be taken up by-the suction-pipes.
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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)
- Filtration Of Liquid (AREA)
Description
W. ATKINSON. APPARATUS FOR SEWERAGE, &c.
No, 38 ,544.' Patented May 19, 18631 [71 re 22% r WWW/ W m: Nomi isas CO, PHOTO'LITNO. WASHXNGTON, D. c.
UNITED STATES PATENT OFFICE.
WILLIAM ATKINSON, OF BROOKLYN, NEW YORK.
IMPROVEMENT IN APPARATUS FOR SEWERAGE.
Specification forming part of Letters Patcnt No. 38,544, da'ed May 19, 1863; antcdated October 26, 1862. I
To aZZ whom it may concern:
Be it known that I, WiLLI'A-M ATKINSON, of the city'ot Brooklyn, in the county of Kings and State of New York, have invented a I w and useful apparatus for collecting, carrying away, and depositing in a suitable place the sedimentary matter which passesout from sewers atany grade, the deposits formed in docks, harbors, rivers, bays, or on bars, or the solid matters that may be held in the waters thereof; and I dohereby declare that the following is a full, clear, and exact description of the same, reference being had to the accompanying drawings, forming part of this specification, in which-- Figure l is a. plan of the apparatus. Fig. 2 is a side view of the same. Fig. 3 is a transverse section of the'san're.
Similar letters of reference indicate corresponding parts in the several figures.
This apparatus, which I denominate the floating sanitary sewerage-receptacle and 'suction dredging-boat, consists of a floating vessel capable of being propelled by steampower or by other means, having within it one or more deposit-compartments, whose capacity is a very considerable proportion of that of the whole vessel, (provision being made for buoyancy,) for the reception of sewerage deposits or of muddy or other deposits obtained from the bottoms of docks, harbors, rive-rs, bays, or other. waters, or from bars, or from a stationary collecting-reservoir or reservoirs which may be arranged at the outlet of asewer, and in which a partial filtration may be effected to obtain the deposits in a more condensed form, or for the collection of solid matters that may be suspended in such waters while in an agitated condition, such vessel bein g fitted withpumps or their equivalents, and I furnished with suitable suction, delivery, and discharge pipes for taking up the said deposits or solid matters with more or less water and delivering them into the before-mentioned compartment orconipartments of the vessel in which the saiddeposits or solid matters are retained, while the water is nearly all expelled.
through filters fitted to the vessel, the deposits or solid matters so collected being intended to be conveyed away by the vessel to be discharged, where it cannot be returned by the reflux or change of tide or current.
The principal object of the invention is the remova-lof deposits which have been or are delivered from sewers at their outlets but it may be used general] y for the'removal of heavy deposits from the bottoms of docks, rivers, bays, harbors, and other waters, or the solid or decomposing matters that maybe suspended in the waters thereof, and also of the sunken or floating decomposing or pntrefyingorganic matter formed in rivers, streams, or 'other waters, and thereby serves not only to prevent the contamination of the atmosphere, but to prevent in a great measure the-formation ofmud banks and deposits which require to be removed by digging and the filling up of docks and under piers, and thus to prevent injury to harbors.
To enable others to, construct and use my apparatus, I will proceed to describe its construction and operation.
The hull of the vessel may be specially constructed for the purpose, or the hull of a vessel of suitable form and capacity may be obtained and converted to the purpose. Thedaposit compartment or compartments A A, for the reception of the sedimentary deposits or solid matters, may. be constructed and arrangedin the middle of the hull, with buoyant compartments B B at the sides of or around them. The buoyant compartments B B may contain the boilers D D for the generation ofthe steam to drive the propelling-engine O and to operate the pumps, or the boilers may be arranged on deck. The propelling or pumping engine or engines may be arranged on deck or in the compartments B B. The pumps E E Fand F F may'also be arranged on deck, as represented, or below the deck and below the Waterline, so as to be always charged.' Ihe pumps may be either of .the reciprocating or rotary kind, or of both kinds, and may be driven by the same engine as is used for propulsion, or may be what are known as steam pumps, but, generally speaking, I prefer to use rotary pumps, as obstacles-in the suction pipes of such pumps may be removed by reversing their motion.
E E represent steam-pumps, and F F l?" rctary pumps, tobe driven by the propelling engine, having connected with them pipes G G H H H H and J? P Gr G and H H may be used as suction-pipesin taking the deposits or muddy water into the depositcompartments A A; or as discliarg pipes in emptying the compartments of mu r'other solid or nearly solid matter, theiraction being "changed by reversing the direction of the rotation of the pumps in thecase of the rotarypumps, or by a suitable system of connections and valves or gates in the case of reciprocating pumps. These pipes G G H H may be made with flexible joints, toenable them to be directed to the point from which it is desirable to take the deposits or muddy water, when used as suction-pipes,such direction being effected by light derrlclts Q R or their equivalents. The pipes H H are delivery-pipes, through which the deposits or muddy water is delivered by the pumps into the compartments A A. The pipes P P are suction-pipes for discharging the mud or other nearly solid matter from the compartments A A. These pipes are tobe closed by valves or gates o 0 at all times but when discharging the when discharging the said compartments by tther means to be presently described.
K K are dischargepipes leading overboard from the compartments A A for the purpose of discharging water from the said compartments while the deposits and-solid matters are being collected. therein, such pipes communicating with the said compartments near the top thereof, and being fitted with filters ,L L, which constitute one of the essential elements of my inv.ent-ion,-their object being to retain the deposits or solid matters in the said compartments, while the water is beingv forced through the said filters and pipes by the overflow consequent upon the said compartments being filled to a higher level than the water out side, aidedby the pressure produced in the said compartments by the pumps, the said compartments being made air-tight, or nearly so, at the top by means of the covering-deckof the vessel.
The pipes, K K may be. continued downward;-
outsi'de of the vessel nearly to'the level of the surrounding water, or their outer orifices may be fiushedwith the exterior of the vessel, or other forms of discharge-passages from the filters may be adopted. The filters may be of any suitable-construction varying according to the character of the deposits. pumped into" t e reservoir. For instance, floating or decomposing matter requiring a-filtering material, of a differentcharacter from that required by dense 'and heavy deposits, andrequiring a filter of different form and construction, and when the matters taken into. the compartments contain a larger proportion of water the filters must be of larger size or have larger outlets. The filtering material may be sponge, granulated mineral matter, or coarse fibrous material, but provision should be made for cleaning the filters from time to time or forrendering them self-cleaning, as by reversing their position to cause the direction of the flow 'of. water through them to be reversed; and they may be provided with means of adjustment as the nature of the process and state compartments A A, or
of the sewerage and, deposit matter may require, for instance to. open'thefiber of the filsen the same, and there- .the pipes K K, for the purpose of closing the said pipes while thefilters are taken out through suitable openings to be cleaned or repaired, or to have the filtering material changed when necessary.
Scuttles or large rotary-disk valves I may be provided inthe bottoms of the compartments A A for letting out the deposits or nearly solid matters which have been col-- lccted therein, such scuttles or valves to be opened by any suitable mechanism provided on deck;
The operationof the apparatus is as fol lows: It is propelled to theplace from whence the deposits or solid matters are to be collected, the valves m m are opened, and those 0 0 are closed, and the pipes G G and H H.
having been properly directed, the pumps are set in operation, the direction in which the pumps are worked being such as to make the said pipes serve as suction-pipes in the case of rotary pumps; or the connections of the said pipes having been first properly adjusted for the purpose as hereinbefore specified in the case of reciprocating pumps.' The deposits, with more or less water, or the muddy water, is then pumped into the compartments A A through the pipes lEl H, and when the said compartments become -full the water pumped in passes ofi' throughthe filtersL L and pipes K .K, and the said compartments become. graduallyfilled-up with deposits or solid matters. Incaseof thedepositshaving accumulated initheir bed in so compact a form as to be very 'difticult of removal by suction one or more of the pumps may be used to .t'orce a powerful current or currents or water into,
among, and under them to soften them and bring. them to. a suitable condition by that means. When the contents of the compartments have become snfi'iciently dense or confc'entrated, the" operation of the pumps is stopped, and the said contents may bev discharged into other vessels to be carried away,
or upon land orplaces provided for their reception, and used or prepared for agricultural purposes, (when the deposits are found valuable,) or the said contents may be discharged and used for filling up low lands 01" lots, or carried off by the vessel itself and discharged into deep water beyond the action of the reflux of the tides or of return currents,such discharge being efl'ected either by the action of the pumps or by opening the scuttles or valves I. If the pumps are used for this purpose, the valves 0 o are opened, and those m m are closed. The pipes .H H are also closed by suitable gates or w of'a freer passage of f the sewerage matter as position to be valves, and in the ease of reciprocating pumps the connections of the pipes G G and H H are so adjusted as tomake the said pipes disch argepipes before setting the said pumps in operation; or, in the case of rotary pumps being used, they are set in operation in a direction to make U G and H H discharge-pipes. On the pumps being set in operation the contents of the compartments A A are pumped out. In discharging by the pumps, or after-havin g discharged as completely as possible by means of the scuttles or valves I, one or more of the pumps mayhave the connections of its pipes so arranged, or have such direction given to its rotation, that itmay force clean Water from outside the vessel into the compartments A A to loosen or stir up the solid matters or any remaining portion of them to enable the said matters to be discharged, that the compartcompartment or compartments AA, it may be held in place by anchors or by'dropping into the mud or on to the bottom or led below the Water, a cylinder furnished on its periphery with, teeth or cutters and attached to the vessel at the head or stern or such other part as may be desirable, said cylinder being so combined with the engine on board the vessel that it may have rotary motion given to it for the purpose of stirring, cutting up, or loosening the bottom bed or deposits when of a hard or compact character, to bring them to a condi tion to be taken up by-the suction-pipes.
I do not claim, broadly, the removal of deposits of solid matter from the bottoms or beds of docks, rivers, bays, harbors, or other waters by'suction,but, without confining myself to the precise details herein described,
I What I claim as my invention, and desire to secure by Letters Patent, is-- An apparatus whose principal elements consistof a floating vessel having one or more compartments or any portion of its interior constructed and arranged for the reception of such deposits, or of muddy Water, or water containing solid matters, a pump or pumps and pipes or otherequivalent means of delivering the such deposits or water into said compartments or space, one or more filters or strainers to provide for the escape of water from said vessel, and the retention of the deposits or solid matters therein, and suitable means of discharging the deposits'or solid matters, the whole combined to operate substantially as and for the purpose herein specified,
-W1LLIAM ATKINSON.
Witn csses OROSSMAN Lyons, GEORGE STOWE.
Publications (1)
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US38544A true US38544A (en) | 1863-05-19 |
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Family Applications (1)
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US38544D Expired - Lifetime US38544A (en) | Improvement in apparatus for sewerage |
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Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US20070039922A1 (en) * | 2002-11-27 | 2007-02-22 | Wachenschwanz David E | Perpendicular magnetic discrete track recording disk |
-
0
- US US38544D patent/US38544A/en not_active Expired - Lifetime
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US20070039922A1 (en) * | 2002-11-27 | 2007-02-22 | Wachenschwanz David E | Perpendicular magnetic discrete track recording disk |
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