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A plan and side view of a generic, empty canal lock. A lock chamber separated from the rest of the canal by an upper pair and a lower pair of mitre gates.The gates in each pair close against each other at an 18° angle to approximate an arch against the water pressure on the "upstream" side of the gates when the water level on the "downstream" side is lower.
The main lock is 1,200 feet (370 m) long and 110 feet (34 m) wide; the auxiliary is 600 feet (180 m) long and 110 feet (34 m) wide. The main lock has a vertical lift gate and a miter gate while the aux. lock has two miter gates. The dam is 1,160 feet (350 m) long with 9 tainter gates, each 110 feet (34 m) wide by 42 feet (13 m) high.
90º miter joint (pieces ready to be joined) Miter joint of two pipes A miter joint (mitre in British English) is a joint made by cutting each of two parts to be joined, across the main surface, usually at a 45° angle, to form a corner, usually to form a 90° angle, though it can comprise any angle greater than 0 degrees.
The second guard lock at Violette's lock, was confusingly numbered Lock 24 for a period of time when that was the end of the canal. Later, when the section up to Dam #3 (Harpers Ferry) was opened, Lock 24 was the lock at the Seneca Aqueduct (i.e. Riley's Lock). Guard lock #2 is also 88 feet 5 inches long, making it too small for a standard C ...
The lock chambers are massive concrete structures. The side walls are from 45 to 55 ft (14 to 17 m) thick at the bases; toward the top, where less strength is required, they taper down in steps to 8 ft (2.4 m). The center wall between the chambers is 60 ft (18 m) thick and houses three galleries that run its full length.
By June 29, 1867, the hull frames had been set up and planking was about to begin. [31] At the same time, the company was preparing to build a new steamer at Colfax, on the Tualatin River at about river mile 6, to run to Forest Grove. [28] [31] The planned steamer would have a keel length of 95 feet, 18 feet beam, and 4 foot, 4 inch depth of ...
All locks on the New York State Canal System are single-chamber; the dimensions are 328 feet (100 m) long and 45 feet (14 m) wide with a minimum 12-foot (3.7 m) depth of water over the miter sills at the upstream gates upon lift. They can accommodate a vessel up to 300 feet (91 m) long and 43.5 feet (13.3 m) wide.
The earliest mitre clamps are a simple spring in a C-shape with sharpened points that are sprung onto the outside corner of the mitre joint. [citation needed]In a later design, right angled plates are higher than the screws and the holder.