US575998A - Water-gate for flum esr cisterns - Google Patents

Water-gate for flum esr cisterns Download PDF

Info

Publication number
US575998A
US575998A US575998DA US575998A US 575998 A US575998 A US 575998A US 575998D A US575998D A US 575998DA US 575998 A US575998 A US 575998A
Authority
US
United States
Prior art keywords
gate
water
slide
cisterns
flum
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
Application number
Publication date
Application granted granted Critical
Publication of US575998A publication Critical patent/US575998A/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Images

Classifications

    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02BHYDRAULIC ENGINEERING
    • E02B13/00Irrigation ditches, i.e. gravity flow, open channel water distribution systems
    • E02B13/02Closures for irrigation conduits

Definitions

  • the invention relates to improvements in waterways for flumes, cisterns, and the like.
  • the object of the present invention is to provide a water-gate adapted to be employed in fiumes, conduits, cisterns, reservoirs, and the like and capable of automatically indicating the quantity of water passing through it.
  • Figure 1 is an elevation of a waterway constructed in accordance with this invention.
  • Fig. 2 is a vertical sectional View of the same.
  • Fig. 3 is a horizontal sectional view.
  • FIG. 1 designates a vertically-movable slide or gate mounted on a water-gate 2 of a fiume or waterway, but adapted to constitute a complete gate in itself, if desired.
  • the vertically-movable slide or gate is mounted in ways 3 and is adapted to cover completely or partially an opening or aperture 4 to permit a flow of water to a greater or less extent, as desired.
  • the flume or waterway is provided at opposite sides with vertical ways,and the watergate 2 is vertically movable therein.
  • the Ways are constructed, preferably, of angularly-bent metal secured to the gate or support 2 at opposite sides of the vertically-movable slide or gate 1, and have substantially L-shaped flanges 5, receiving the vertical edges of the slide or gate 1.
  • the inwardlyextending portions of the L-shaped flanges of the ways are arranged on the outer faces of the slide or gate and are graduated at 6, and are designed to be provided with a suitable table computed with relation to the particu lar flumc or waterway with which the gate is employed and cooperating with pointers or index-fingers 7, mounted on the slide or gate and extending from opposite sides thereof and adapted,when the gate is raised or lowered, to move along the scale or graduations of the water gate or support upon which the slide or gate is mounted.
  • the slide or gate is also provided with an indicating-mark 10, designed, in the manipulation of the slide, to be brought to the surface of the water, and when brought to this position the pointers or index-fingers will indicate on the scale the quantity of water passing through the opening or aperture.
  • the vertically-movable slide or gate is secured at any desired elevation by a removable pin 8, passing through a perforation of the upper portion of the slide or gate 1, and adapted to engage any one of a vertical series of perforations 9 of the water gate or support 2.
  • the slide or gate 1 is provided with a suitable handle or grip to enable it to be readily raised or lowered.
  • the water-gate is simple and comparatively inexpensive in construction, that it is adapted to be readily applied to flumes, waterways, cisterns, reservoirs, and the like, and that it' is capable of automatically indicating the quantity of water passing through the opening or aperture.
  • hat I claim is 1.

Landscapes

  • Engineering & Computer Science (AREA)
  • General Engineering & Computer Science (AREA)
  • Mechanical Engineering (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Barrages (AREA)

Description

(No Model.)
A. H. STOKES.
WATER GATE FOR FLUMES, OISTERNS, OR THE LIKE.
1%.. 575,998. Patented Jan 26, 1897.
kHn sm UNITED STATES ARTHUR HILL STOKES, OF BROYVN, COLORADO. I
WATER-GATE FOR FLUIVIES, CISTERNS, OR THE LIKE.
SPECIFICATION forming part of Letters Patent No. 575,998, dated January 26, 1897. Application filed PehIHary ZQ, 1896. Serial No. 581,363. (No model.)
To all whom, it may concern.-
Be it known that I, ARTHUR HILL STOKES, (late a subject of the Queen of Great Britain, having declared my intention of becoming a citizen of the United States,) residing at Brown, in the county of Montrose and State of Colorado, have invented a new and useful Tater-Gate for Flumes, Oisterns, or the Like, of which the following is aspecification.
The invention relates to improvements in waterways for flumes, cisterns, and the like.
The object of the present invention is to provide a water-gate adapted to be employed in fiumes, conduits, cisterns, reservoirs, and the like and capable of automatically indicating the quantity of water passing through it.
The invention consists in the construction and novel combination and arrangement of parts hereinafter fully described, illustrated in .the accompanying drawings, and pointed out in the claims hereto appended.
In the drawings, Figure 1 is an elevation of a waterway constructed in accordance with this invention. Fig. 2 is a vertical sectional View of the same. Fig. 3 is a horizontal sectional view.
Like numerals of reference designate corresponding parts in all the figures of'the draw ings.
1 designates a vertically-movable slide or gate mounted on a water-gate 2 of a fiume or waterway, but adapted to constitute a complete gate in itself, if desired. The vertically-movable slide or gate is mounted in ways 3 and is adapted to cover completely or partially an opening or aperture 4 to permit a flow of water to a greater or less extent, as desired.
The flume or waterway is provided at opposite sides with vertical ways,and the watergate 2 is vertically movable therein.
The Ways are constructed, preferably, of angularly-bent metal secured to the gate or support 2 at opposite sides of the vertically-movable slide or gate 1, and have substantially L-shaped flanges 5, receiving the vertical edges of the slide or gate 1. The inwardlyextending portions of the L-shaped flanges of the ways are arranged on the outer faces of the slide or gate and are graduated at 6, and are designed to be provided with a suitable table computed with relation to the particu lar flumc or waterway with which the gate is employed and cooperating with pointers or index-fingers 7, mounted on the slide or gate and extending from opposite sides thereof and adapted,when the gate is raised or lowered, to move along the scale or graduations of the water gate or support upon which the slide or gate is mounted. The slide or gate is also provided with an indicating-mark 10, designed, in the manipulation of the slide, to be brought to the surface of the water, and when brought to this position the pointers or index-fingers will indicate on the scale the quantity of water passing through the opening or aperture.
It will of course be readily understood that from the size of the fiume or Waterway and the depth and flow of the water the exact amount of water passing through the opening or aperture when the gate or slide 1 is at any desired elevation may be readily ascertained and that the scale may be computed in this manner.
The vertically-movable slide or gate is secured at any desired elevation by a removable pin 8, passing through a perforation of the upper portion of the slide or gate 1, and adapted to engage any one of a vertical series of perforations 9 of the water gate or support 2. The slide or gate 1 is provided with a suitable handle or grip to enable it to be readily raised or lowered.
It will be seen that the water-gate is simple and comparatively inexpensive in construction, that it is adapted to be readily applied to flumes, waterways, cisterns, reservoirs, and the like, and that it' is capable of automatically indicating the quantity of water passing through the opening or aperture.
Changes in the form, proportion, and minor details of construction may be resorted to without departing from the spirit or sacrificing any of the advantages of this invention, such as constructing the slide or gate 1 to form a complete Water-gate, instead of mounting it on the gate or support 2, or arranging it to slide horizontally instead of vertically.
hat I claim is 1. The combination of a fiume or waterway provided at opposite sides with vertical Ways, a vertically-movable water-gate 2 mounted in said ways and provided at its bottom with an aperture, vertical ways 3 mounted on the waable slide mounted inthe Ways formed by the L-shaped flan ges, means forsecuring the slide in its vertical adjustment, and a pointer mounted on the slide, disposed horizontally and having its terminals arranged adjacent to the graduations of the L-shaped flanges, substantially as described.
In testimony that I claim the foregoing as my own I have hereto aflixed my signature in the presence of two witnesses.
ARTHUR HILL STOKES.
Witnesses:
ARTHUR H. BROWN, JOHN A. CURTIs.
US575998D Water-gate for flum esr cisterns Expired - Lifetime US575998A (en)

Publications (1)

Publication Number Publication Date
US575998A true US575998A (en) 1897-01-26

Family

ID=2644690

Family Applications (1)

Application Number Title Priority Date Filing Date
US575998D Expired - Lifetime US575998A (en) Water-gate for flum esr cisterns

Country Status (1)

Country Link
US (1) US575998A (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3661263A (en) * 1969-11-17 1972-05-09 David L Peterson Apparatus for separating an oil slick from a large body of water
US4955315A (en) * 1989-05-04 1990-09-11 Lee James F Large vehicle entrance door safety system and method

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3661263A (en) * 1969-11-17 1972-05-09 David L Peterson Apparatus for separating an oil slick from a large body of water
US4955315A (en) * 1989-05-04 1990-09-11 Lee James F Large vehicle entrance door safety system and method

Similar Documents

Publication Publication Date Title
Wilkinson et al. The impact of humans on continental erosion and sedimentation
Langbein The hydraulic geometry of a shallow estuary
Oviatt The Gilbert Episode in the Great Salt Lake Basin, Utah
Winter Effects of water‐table configuration on seepage through lakebeds
Sidorchuk A dynamic model of gully erosion
US42073A (en) Improved mode of collecting oil on surfaces of rivers
US1352929A (en) Weir for irrigation-ditches for measuring water
US952658A (en) Flume-gate.
US476706A (en) Otte van oostrum
Grimaldi et al. Designing and building gabion check dams in Burkina Faso
Renard et al. Performance of local aquifers as influenced by stream transmission losses and riparian vegetation
Rus et al. Characteristics of sediment transport at selected sites along the Missouri River, 2011–12
Nabil El-Hazek et al. A review of dams and the ring of calculating the water seepage in the earthfill dams
US1056178A (en) Water gage or meter.
US1378342A (en) Gate for irrigating-ditches
Otun et al. Modelling flow over stepped spillway with varying chute geometry
US769968A (en) Head-gate for irrigating-ditches.
Herget Reconstruction of ice-dammed lake outburst floods in the Altai Mountains, Siberia-a review
US836278A (en) Ditch-dam.
Dawe Longshore sediment transport on a mixed sand and gravel lakeshore
US1073174A (en) Automatic weir.
van Rijn Discussion of “Sediment Transport and Unit Stream Power Function” by Chih Ted Yang and Albert Molinas (June, 1982)
US321593A (en) Movable gate for irrigating
French et al. Flood-hazard Study--100-year Flood Stage for Baldwin Lake, San Bernardino County, California
HAILE et al. CORRESPONDENCE. FLOOD-PREVENTION SCHEMES IN THE VICINITY OF THE CITY OF NOTTINGHAM, WITH SPECIAL REFERENCE TO THE HYDRAULIC MODEL CONSTRUCTED AT DELFT UNIVERSITY, HOLLAND.