LORD KELVIN’S CHEERFUL WISH that all the water of the cataract at Niagara might cease to plunge over the brink and be diverted into canals and penstocks to serve the uses of industry may never be wholly fulfilled, but we are making some progress. On December 28th last, the first unit of the new Queenston-Chippawa hydro-electric power plant around the Falls was turned over with appropriate dedicatory exercises. This marks the beginning of the half-million horsepower development started before the war by the government of Ontario.
The project takes water on the Canadian side, about 1 miles above the Falls, and delivers it through river and canal 13 miles to a power-house under the bluff on the lower river 5 miles below the Falls. We read in an account contributed to The Engineering News-Record (New York):
“The upper 4 miles of this channel is in the Welland River, whose flow is reversed for that distance, and the canal section partly through rock and partly in earth cut is 8M miles long. Approximately 15,000 feet per second will be delivered through the canal to the forebay, at a level 305 feet above the tail water. The total fall between Lake Erie and Lake Ontario is 327 feet, so that only 22 feet is lost in the fall of the Niagara River and in the canal. The estimated total output of the canal is 550,000 horse-power, but at present only 275,000 is to be developed, with five 55,000-horse-power reaction turbines of the vertical single-runner type. These are connected to generators generating at 12,000 volts, increased to 110,000 for distribution.
“The Welland River section was dredged by cableway excavators and by hydraulic machine, and the dredge worked its way for a mile up the canal section. From this point the canal is all in rock with the exception of a built-up rock-filled section 2,500 feet long across the gorge just above the Whirlpool, a relic of a former course of the Niagara River. Where the canal is in rock the sides and bottom are lined with concrete for the purpose of increasing its carrying capacity, and in the Whirlpool section the side slopes are heavily paved with concrete. In the Whirlpool the bottom width is 10 feet with a slope of 1 on 1. At one point the bottom of the canal is 145 feet below the original grtund level. The maximum depth of cut in earth is 80 feet and in rock 85 feet. The depth of the water in the canal, is from 35 to 40 feet. The amount of material excavated from the canal proper is over 17,000,000 cubic yards of earth and rock. Concrete in the amount of 450,000,000 cubic yards has been used.
“Early estimates of the cost of the canal, made before the increased costs due to war, have been greatly exceeded. While the figures are not now given out, it is reported that the total cost will be between $55,000,000 and $60,000,000 for the completed installation.”
Source: The Literary Digest for February 18, 1922