US1518489A - Priming device for spillway siphons - Google Patents

Priming device for spillway siphons Download PDF

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US1518489A
US1518489A US623119D US62311923D US1518489A US 1518489 A US1518489 A US 1518489A US 623119 D US623119 D US 623119D US 62311923 D US62311923 D US 62311923D US 1518489 A US1518489 A US 1518489A
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siphon
siphons
main
water
priming
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US623119D
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Davies Powys
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    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02BHYDRAULIC ENGINEERING
    • E02B7/00Barrages or weirs; Layout, construction, methods of, or devices for, making same
    • E02B7/16Fixed weirs; Superstructures or flash-boards therefor
    • E02B7/18Siphon weirs

Description

9, 1924. I 1,518,489 P. .DAVIES I PRIMING DEVICE FOR SPILL-WAY SIPHONS Filed March 6, 1923 l/l/I/IIIIII/[ IIIIIIIIIIIIIIIIIIIIJIIII I, III,
INVENTOR WITNESSES Patented Dec. 9, 1924.
UNITED STATES POWYS DAVIES, 0F RAIPUR, INDIA.
PRIMING DEVICE FOR SPILLWAY SIPI-IONS.
Application filed March 6,
To all whom it may concern:
Be it known that I, vPowrs DAVIES, a subject of the King of England, residing at Raipur, Central Provinces, India, executive engineer and superintendent of works in the public works department of India, have invented certain new and useful Improved Priming Devices for Spillway Siphons, of which the following is a specification.
In the ordinary spillway siphon, priming is secured by a rise of water-level in the reservoir or canal which causes water to spill over the crest of the siphon; air is carried out of the siphon by the falling water and, owing to the resulting partial vacuum formed, the water rises in the siphon and the priming action is intensified until the siphon is running full within one or more minutes. The device according to this invention, enables a powerful jet of water to be projected into the main siphon by means of a relatively smaller siphon (or siphons) of similar gen e a1 construction which is built or provided in the over-pour crest wall of the main siphon; this small siphon, hereinafter called the baby siphon to distinguish it from the main siphon, in brief, enables the main siphon to be primed with a smaller risein water level in the reservoir or canal and thereby permits of closer regulation of water-level in the said reservoir or canal. Secondly it makes it possible to dispense with the downstream seal in the largest siphons and still secure priming with a moderate rise of water level in the said reservoir or canal and thus very materially to increase the discharging capacity of the siphons. Thirdly it makes it possible by constructing a very small siphon in the crest of the baby siphon itself to secure priming of the largest siphons both with an almost negligible rise of water level in the said reservoir or canal andwith no downstream seal in the main siphon and thereby permits of both close regulation and greatly i11- creased discharging capacity.
In order that my said invention may be clearly understood and readily carried into effect, the same will now be described more fully, by way of example, with reference tothe accompanying drawings, in which Figure 1 is a vertical section of a device embodying the invention, and
Figure 2 is a similar view to Figure 1 but showing a modification.
Referring first more particularly to Fig- 1923. Serial No. 623,119;
ure 1, the device shown enables a powerful jet of water to be projected into the main siphonby means'of a relatively small or baby siphon constructed or provided in the over-pour crest wall, by which means a given rise in water-level in the reservoir or canal will have the same effect in priming the siphon as many times such rise in waterlevel when priming depends on flow over the crest alone. When the main siphon is provided with a downstream seal the baby siphon will be of very small dimensions and an almost negligible rise of water level in the reservoir will secure priming of the main siphon but when the main siphon has no downstream seal as in the construction shown in Figure 1 the baby siphon must be made of substantial size depending on the size of the main siphon which it has to prime. It will be observed that the crest of the siphon is sloped from A to B the object being to throw across the siphon this stream of water passing over the crest during the action of priming and thereby to ensure that such stream will not depress the jet from the baby siphon vertically downwards inside the siphon, which action would cause air to be admitted into the siphon fromthe bottom C and thereby prevent full priming.
The adoption of this device increases the discharging capacity of the main siphon very greatly, partly owing to the omission of the downstream seal and partly owing to the fact that the discharge through the baby siphon itself is added to that of the main stream.
In cases where the maximum discharging capacity combined with very close regulation of the water-level of the reservoir or canal is required the design will be as shown in Figure 1 with the exception that in this case the baby siphon itself will be provided, as shown in Figure 2 with a similar but still smaller siphon, as D, which is primed by a slight increase in the reservoir waterlevel and in turn primes the baby siphon which likewise in its turn primes the main siphon. For instance, when the water in the reservoir rises sufficiently to seal the upstream side of the siphons, water pours over the crest of the smallest siphon and causes it to prime. The smallest siphon discharges into the medium sized siphon and causes it to prime in turn. The latter then discharges into the main siphon and causes it to prime in the same way. A very small'rise of water level above the crest of the smallest siphon is suiiicient to prime it so that by the operation of all these siphons workingj'in turn, the largest siphon can be primed With a very small rise of Water levelin the reservoir.
The baby siphon Will ordinarily be constructed of reinforced concrete and the Very smallsiphon in the crest of the baby siphon will ordinarily be of suitable metal but Ido not confine myself to this particular method able method.
What I claim is 1. A' spillway siphon having a siphonor siphons," relatively smaller than the'main siphon, provided in the over-pour crest'wall substantially 'asand for the purpose hereinbefore described.
the outlet legof the main siphon and having its outlet leg and suction end arranged externally ofthepassage through the main siphon, the outlet endof the said smaller siphon extending the full Width of the main lSlPllOll'ttl'lCl being so adapted as to cause a of construction but may use'any other su1t-" stream of Water or other liquid to be projected' to efiect the sealing 'ofthe outlet leg of the main siphon.
In test mony whereof I have hereunder P. DAVIES.
signed my name.
US623119D 1923-03-06 1923-03-06 Priming device for spillway siphons Expired - Lifetime US1518489A (en)

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3079939A (en) * 1958-12-13 1963-03-05 Lapray Judith Marie Elvire By-passing device with a trap for land irrigation and other applications

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3079939A (en) * 1958-12-13 1963-03-05 Lapray Judith Marie Elvire By-passing device with a trap for land irrigation and other applications

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