US815722A - Means for filtering streams and the like. - Google Patents
Means for filtering streams and the like. Download PDFInfo
- Publication number
- US815722A US815722A US28314005A US1905283140A US815722A US 815722 A US815722 A US 815722A US 28314005 A US28314005 A US 28314005A US 1905283140 A US1905283140 A US 1905283140A US 815722 A US815722 A US 815722A
- Authority
- US
- United States
- Prior art keywords
- stream
- pipes
- drain
- dams
- dam
- 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
- 238000001914 filtration Methods 0.000 title description 2
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 8
- 230000000153 supplemental effect Effects 0.000 description 6
- 239000012535 impurity Substances 0.000 description 3
- 239000013049 sediment Substances 0.000 description 2
- 239000002352 surface water Substances 0.000 description 2
- 210000000481 breast Anatomy 0.000 description 1
- 239000004575 stone Substances 0.000 description 1
- 238000005728 strengthening Methods 0.000 description 1
Images
Classifications
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B01—PHYSICAL OR CHEMICAL PROCESSES OR APPARATUS IN GENERAL
- B01D—SEPARATION
- B01D21/00—Separation of suspended solid particles from liquids by sedimentation
- B01D21/02—Settling tanks with single outlets for the separated liquid
-
- 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
- E02B8/02—Sediment base gates; Sand sluices; Structures for retaining arresting waterborne material
- E02B8/023—Arresting devices for waterborne materials
- E02B8/026—Cleaning devices
Definitions
- the patented invention comprehended a series of pure-water discharge-pipes arranged to carry the surface water of a running stream to the city mains and a drain-pipe extending along the bottom of the stream in the rear of a dam or within a reservoir, said drain-pipe extending along the bottom and tapering from its discharge end to itsv receiving end and being provided in lits walls with numerous intake-apertures designed to carry off slime and other impurities from the bottom of the stream or reservoir.
- the present inventi on has for its object improved means for clarifying the water of running streams, said means employing or embodying the tapered pipes of my prior patent before mentioned and consisting in addition vthereto in the novel arrangement of said pipes and their combination with supplementary dams; and it also consists in the arrangement of such pipes whereby pure water only'is insured to be discharged i-n the mains, while the partly-cloudy or impure water is directed laterally from the main stream and may be utilized for various purposes. If this impure or muddy water contains sufiiv cient sediment,'it may beinits lateral deflection utilized for filling marshes or swampy places. l
- Figure 1 is a plan view of my invention
- Fig. 2 is a vertical longitudinal section thereof.
- y i Referring tothe drawings, the referencenumeral 1 -designates a running stream of any depth or width, my inventionv being adaptable to all conditions just as they may be found.
- the numeral 2 designates lthe breast of a dam thrown across said stream, in its preferred structure said dam consisting of masonry provided with a strengthening portion 3, an arch 4 producing a lateral-extendying draw-off passage, and a facing-wall 5,
- supplemental dams 7 At any desired intervals in the stream are built supplemental dams 7.
- said dams are three in number and extend across the stream from side to side thereof. It is to be understood that any number of .these supplemental dams may be employed and at different intervals apart, according to the conditions existing.
- said dams are formed of any number of rows of spiles or piling, and theyv extend in an oblique direction, as indicated in Fig. 1.
- each supplemental dam 7 is located one of the tapering drain-pipes 8, before referred to, said pipes being provided on their upper sides with apertures 9.
- drain-pipes 8 also extend obliquely and are of such length throughA the bank of the stream that they will discharge their contents into a branch stream or any other portion of the ground and at any desired distance from the main stream. They are located on the bottom of the main stream, and as. the stream flows toward the dam the slime and sediment will creep along the bottom andv by suc-
- tion will be drawn 0E through the apertures 9 and pipes 8'to the desired point where it is intended the slime and other impurities shall be discharged.
- drain-pipe which is located farthest from the dam is provided with apertures of relatively large size, and thel apertures of the respective other drain-pipes as the dam is approached are relatively smaller.
- the larger articles, such as gravel and stone or other matter to be laterally discharged are intercepted by the rst-named IOO drain-tube, while the others in succession instood that the branch stream may be of any length.
- the surface Water Will pass successively over the supplemental dams and be received in the main in a clarified state, while the drainpipes Will successively draw off the slime or other cloudy impurities from the bottom.
- Means for clarifying the Water of running streams and the like comprising one or more supplemental dams obliquely disposed across the stream, and drain-pipes arranged beyond each of said supplemental dams, said drain-pipes being provided in their upper sides With apertures and being arranged to discharge at a point some distance from the stream in a lateral direction.
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- Engineering & Computer Science (AREA)
- General Engineering & Computer Science (AREA)
- Chemical & Material Sciences (AREA)
- Chemical Kinetics & Catalysis (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)
Description
No. 815,722. PATENTED MAR. 20,1906.
` T.LYD0N. MEANS POR PILTBRING STREAM-s AND THE LIKE.
APPLIUATION FILED 00T. 17,1905.
j H) Hm mi? UNITED STATES `PATENT OFFICE.
TiMorHYLYnoN, or NEw'YoRnN. Y. ,f
` MEANS FOR FILTERING STREAMS lAND THE LIKE.
No. 815,722. v
Specification of Letters Patent.- Appiimion filed october 17,1905. Vserai No. 283,140.
Ik'atented lifllarch 20, 1906.
' 'provements in means for clarifying the water y of running streams, and 1s based, primarily,
upon the improvements described and claimed in my Letters Patent No. 719 ,240, granted to me January 27, 1903.
The patented invention comprehended a series of pure-water discharge-pipes arranged to carry the surface water of a running stream to the city mains and a drain-pipe extending along the bottom of the stream in the rear of a dam or within a reservoir, said drain-pipe extending along the bottom and tapering from its discharge end to itsv receiving end and being provided in lits walls with numerous intake-apertures designed to carry off slime and other impurities from the bottom of the stream or reservoir.
, The present inventi on has for its object improved means for clarifying the water of running streams, said means employing or embodying the tapered pipes of my prior patent before mentioned and consisting in addition vthereto in the novel arrangement of said pipes and their combination with supplementary dams; and it also consists in the arrangement of such pipes whereby pure water only'is insured to be discharged i-n the mains, while the partly-cloudy or impure water is directed laterally from the main stream and may be utilized for various purposes. If this impure or muddy water contains sufiiv cient sediment,'it may beinits lateral deflection utilized for filling marshes or swampy places. l
In the accompanying drawings, Figure 1 is a plan view of my invention, and Fig. 2 is a vertical longitudinal section thereof. y i Referring tothe drawings, the referencenumeral 1 -designates a running stream of any depth or width, my inventionv being adaptable to all conditions just as they may be found. The numeral 2 designates lthe breast of a dam thrown across said stream, in its preferred structure said dam consisting of masonry provided with a strengthening portion 3, an arch 4 producing a lateral-extendying draw-off passage, and a facing-wall 5,
which is preferably inclined, as shown, and -is provided with any desired number of ports or passages 6, through which the water may gain access4 to the lateral draw-off passage and pass therethrough to the gate-house or mam.
At any desired intervals in the stream are built supplemental dams 7. Inthis instance said dams are three in number and extend across the stream from side to side thereof. It is to be understood that any number of .these supplemental dams may be employed and at different intervals apart, according to the conditions existing. In the present instance also said dams are formed of any number of rows of spiles or piling, and theyv extend in an oblique direction, as indicated in Fig. 1. Beyond each supplemental dam 7 is located one of the tapering drain-pipes 8, before referred to, said pipes being provided on their upper sides with apertures 9. The
drain-pipes 8 also extend obliquely and are of such length throughA the bank of the stream that they will discharge their contents into a branch stream or any other portion of the ground and at any desired distance from the main stream. They are located on the bottom of the main stream, and as. the stream flows toward the dam the slime and sediment will creep along the bottom andv by suc- |tion will be drawn 0E through the apertures 9 and pipes 8'to the desired point where it is intended the slime and other impurities shall be discharged. In the preferred embodiment of the invention that drain-pipe which is located farthest from the dam is provided with apertures of relatively large size, and thel apertures of the respective other drain-pipes as the dam is approached are relatively smaller. I'Ience thelarger articles, such as gravel and stone or other matter to be laterally discharged, are intercepted by the rst-named IOO drain-tube, while the others in succession instood that the branch stream may be of any length. As the stream flows toward the dam the surface Water Will pass successively over the supplemental dams and be received in the main in a clarified state, While the drainpipes Will successively draw off the slime or other cloudy impurities from the bottom.
I claim as my inventionl. Means for clarifying the Water of running streams and the like, comprising one or more supplemental dams obliquely disposed across the stream, and drain-pipes arranged beyond each of said supplemental dams, said drain-pipes being provided in their upper sides With apertures and being arranged to discharge at a point some distance from the stream in a lateral direction.
TIMOTHY LYDON.
Witnesses:
GRAFTON L. McGILL, FREDERICK S. STITT.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
US28314005A US815722A (en) | 1905-10-17 | 1905-10-17 | Means for filtering streams and the like. |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
US28314005A US815722A (en) | 1905-10-17 | 1905-10-17 | Means for filtering streams and the like. |
Publications (1)
Publication Number | Publication Date |
---|---|
US815722A true US815722A (en) | 1906-03-20 |
Family
ID=2884204
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
US28314005A Expired - Lifetime US815722A (en) | 1905-10-17 | 1905-10-17 | Means for filtering streams and the like. |
Country Status (1)
Country | Link |
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US (1) | US815722A (en) |
Cited By (7)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US2672982A (en) * | 1950-12-01 | 1954-03-23 | Way Alben Warren | Solids retention apparatus for streams |
US4297219A (en) * | 1980-01-28 | 1981-10-27 | The Kbi Corp. | Temporary stream filtration system |
US4360427A (en) * | 1981-04-06 | 1982-11-23 | Posgate Edward S | Submersible water clarifiers |
US5531888A (en) * | 1993-07-28 | 1996-07-02 | Vsb Vogelsberger Umwelttechnischer Anlagenbau Gmbh | Arrangement for separation of coarse matter and/or bulky solids in rainwater relief structures |
US5565103A (en) * | 1993-06-04 | 1996-10-15 | Aquatech, Ltd. | Solid material flow-separating method |
US6464862B2 (en) * | 2000-03-13 | 2002-10-15 | Baramy Engineering Pty Ltd. | Gross pollutant trap |
US20160345536A1 (en) * | 2014-02-12 | 2016-12-01 | Tetra Laval Holdings & Finance S.A. | A cheese mould, method and apparatus for handling said mould |
-
1905
- 1905-10-17 US US28314005A patent/US815722A/en not_active Expired - Lifetime
Cited By (7)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US2672982A (en) * | 1950-12-01 | 1954-03-23 | Way Alben Warren | Solids retention apparatus for streams |
US4297219A (en) * | 1980-01-28 | 1981-10-27 | The Kbi Corp. | Temporary stream filtration system |
US4360427A (en) * | 1981-04-06 | 1982-11-23 | Posgate Edward S | Submersible water clarifiers |
US5565103A (en) * | 1993-06-04 | 1996-10-15 | Aquatech, Ltd. | Solid material flow-separating method |
US5531888A (en) * | 1993-07-28 | 1996-07-02 | Vsb Vogelsberger Umwelttechnischer Anlagenbau Gmbh | Arrangement for separation of coarse matter and/or bulky solids in rainwater relief structures |
US6464862B2 (en) * | 2000-03-13 | 2002-10-15 | Baramy Engineering Pty Ltd. | Gross pollutant trap |
US20160345536A1 (en) * | 2014-02-12 | 2016-12-01 | Tetra Laval Holdings & Finance S.A. | A cheese mould, method and apparatus for handling said mould |
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