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Siphon irrigation of cotton at St George, Queensland. Siphoning is common in irrigated fields to transfer a controlled amount of water from a ditch, over the ditch wall, into furrows. Large siphons may be used in municipal waterworks and industry. Their size requires control via valves at the intake, outlet and crest of the siphon.
Siphon tubes are a basic implement used in irrigation to transfer water over a barrier (such as the bank of a raised irrigation canal), using the siphon principle. At the simplest they consist of a pipe with no working parts. To work they rely on the water level in the canal being at a higher level than the water level in the field being irrigated.
A drinking water supply system was developed starting at least as early as 550 AD. [36] This dhunge dhara or hiti system consists of carved stone fountains through which water flows uninterrupted from underground sources. These are supported by numerous ponds and canals that form an elaborate network of water bodies, created as a water resource ...
The pipes, which were built between 1912 and 1926, are part of a siphon system to carry St. Mary River water across a ravine over the river and uphill to another canal that feeds it into the North ...
The Yuma Main Canal continues 10.5 miles (16.9 km) southwest until it reaches the 9.9-foot (3.0 m) Siphon Drop Spillway where a power plant was later built in 1926. After another 3.5 miles (5.6 km), it reaches the Colorado River Siphon which siphons the water under the Colorado River. After it reaches Yuma, it split into the East and West Main ...
Backflow occurs for one of two reasons, either back pressure or back siphonage. [1]Back pressure is the result of a higher pressure in the system than in its supply, i.e. the system pressure has been increased by some means.
It included 15 inverted siphons that covered a distance of 6.13 miles (9.87 km). A tunnel 0.7 miles (1.1 km) long also made up part of the ditch. The remainder was open canal. The longest section of pipeline was a 7,961 feet (2,427 m) siphon that crossed the Chatanika River with a head of 544 feet (166 m).
This water system could deliver around 6 million gallons of water per day (GPD). The initial stage of the project included the construction of a diversion dam on Hobart Creek, a wooden flume from the dam to an inlet tank which was 4.6 miles long, and the 7 miles of twelve-inch riveted wrought iron pipeline, the inverted siphon. Another flume ...
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