![]() This diagram shows the aqueduct-dam and Medina Falls north of Medina’s canal basin. The reasons for this choice were, briefly, this concrete structure was considered to be the safest, most permanent and cheapest to build, cheapest to maintain and the most pleasing in appearance. ![]() (7) An earth fill over a long culvert, the canal to be carried in a concrete trough, estimated to cost $433,000.Īfter careful consideration, the sixth scheme was adopted for making detailed plans on which to let a contract. (6) The same concrete structure, but with architectural adornment, which would raise the cost to $285,000. (5) An all-concrete structure, consisting of a plain concrete trough on a concrete arch of 300 feet span, center to center, estimated at $272,000. (4) A concrete arch in place of the steel arch, the remainder of the structure, both trough and approach supports, being of steel, at an estimated cost of $300,000. (3) The same steel arch and trough, but with approaches built all of steel, the cost being $407,000. (2) A three-hinged steel arch of 300 feet span, center to center, carrying a steel trough for its length of 300 feet, the approaches of about a hundred feet on either side being concrete troughs supported on short concrete arches. (1) A steel cantilever structure with a steel trough for the canal, which was estimated to cost $500. Seven schemes (to cross the Oak Orchard) and their costs, which included simply the length of the canal across the gorge, were as follows: “Because of the difficulties involved in the problem of crossing the Oak Orchard in the village of Medina, a short stretch of canal in this vicinity became one of the most interesting portions of the whole line and received a greater amount of study than any other section. Whitford, 1922, and provides an assessment and description of the engineering required to create this section of the canal: The concrete wall which holds back the canal is actually a dam and is longer than the Hoover Dam, with an aqueduct carrying the canal across the Oak Orchard River.įollowing is an excerpt from History of the Barge Canal of New York State by NYS State engineer and surveyor Noble E. The idea was abandoned and the result is what is seen today – a true engineering marvel. At one point, engineers had considered removing the loop and moving the canal to a straighter path across the river, using a steel truss system. The Canal’s width was extended to 125 feet with a minimum depth of 12 feet.ĭuring this enlargement of the canal, the problem of carrying the canal over the gorge at Oak Orchard River in Medina was the most studied engineering issue of the 1917 rebuild. The Barge Canal System begun in 1907 and completed in 1918, was a result of a report from the Committee on Canals, created by Governor Theodore Roosevelt in 1898. “Now they not only know it’s there, but they’ll know how important it is to the history of the canal.” “Few people know that it’s there,” Busch said. ![]() The ORG believes recognition of this engineering marvel was way overdue, as the feature is unique on the canal and an often overlooked point of true historic significance, said Chris Busch, chairman of the ORG. The Orleans Renaissance Group was the prime mover of the project and facilitated its design and fabrication with Catskill Castings in Bloomville. MEDINA – A historic marker recognizing the significance of the Medina Aqueduct has been installed in the canal basin by the Medina DPW. It is the only true aqueduct remaining on the Erie Canal. Provided photo: A historic marker has been installed in the canal basin to highlight the Medina Aqueduct, considered an engineering marvel.
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