The building of the Chicago Sanitary & Ship Canal and the dredging and widening of the Main Stem and South Branch of the Chicago River provided enough flow of water from Lake Michigan to flush the sewage and industrial wastes in those bodies of water towards the Gulf of Mexico. But the North Branch did not have a strong enough flow of water to flush it. So the MWRD built the North Shore Channel from where it turns west north to the lake at Wilmette. This provides a strong flow to flush the output of the Lawrence Avenue Pumping Station that is just a couple blocks south of the terminus of the channel.
To regulate the level of the channel, and consequently the North Branch, a pumping station and lock was completed under Sheridan Road in 1912. For years I have wondered why they built such a long channel to the north rather than a short channel to the east because the level of the lake doesn't change as they go north. When I saw the date of 1912, it occurred to me that the land further from the lake would still be undeveloped. If they dug the channel to the east, they would have had to purchase a lot of developed land along the lake shore.
MWRD posted A view to the southwest from Wilmette Harbor showing the Wilmette Pumping Station, lock and Sheridan Road Bridge on May 5, 1926.
Looking towards the lake, under Sheridan Road, we see the pumping station on the left and the lock(s) on the right. On the far right is the Baha'i House of Worship.
Screenshot from a MWRD video. Note that, except for the first sentence, the YouTube comment is for another facility.
It was rebuilt in 2012 for $17.5 million. Since they discovered since 1912 that four pumps were not needed, only two pumps were replaced. The other two tunnels are now used just for water flow. They have grates to prevent the Asian Carp from migrating into the lake in case the electric dispersal barrier down by 135th street fails. [SlidePlayer, Slide 4] But I never figured out what is supposed to prevent the carp from going through the locks when the lock gates open. The 30' wide lock was replaced with three diversion tunnels. (Another source said it was three 10' locks, but it looks like that source was wrong.)
Unfortunately, there was a significant rainfall event, and thus river flooding, during the construction.
WGNTV Flooding causes a breach of the locks under Sheridan Road in Wilmette, overwhelming construction at the rehabilitation of the diversion pumps at the Wilmette Pump Station. (Chris Walker, Chicago Tribune, April 18, 2013)
A video describing the facility after its rebuild. (Skip to the professional voiceover.) The narration at 5:10 says the gates provide fish migration. This drives me nuts every time I hear it because the purpose has to be to prohibit fish migration, specifically the Asian Carp.
( Bridge Hunter , 3D Satellite ) I don't normally do yet another steel tied-arch bridge, but when you get a view as unique as this, I went for it. This is "reverse railfan." Specifically, it is a photo from a train instead of a train. And at the bottom is some photos of the cantilever truss that it replaced. William A. Shaffer posted The Jefferson Barracks Bridge at St. Louis, MO (Shot through the window of Amtrak #22 en route to St. Louis) (Photo by William A. Shaffer) By Service Depicted: Other ServiceCamera Operator: SSGT PAUL GRIFFIN - ID:DFST9500065 , Public Domain, Link Roads and farmland in St. Louis area are hard hit by floodwaters. Location: SAINT LOUIS, ILLINOIS (IL) UNITED STATES OF AMERICA (USA) 1993 Westbound bridge built 1984; eastbound bridge built 1990, The navigation channel span is 910'. Missouri State Archives from Flickr The eastbound span of the Jefferson Barracks (I-255) bridge was opened in December 1990, not 1986. It was opened right around the...
( Bridge Hunter , Historic Bridges , HAER , Satellite ) P&LE = Pittsburgh & Lake Erie Railroad Photo from HAER PA,4-BEAV,1--1 from pa3716 One of 26 images posted by Mike Brady [Many of the images show the stresses calculated for each member of the truss.] Pictures are of the original Stress sheet of the P&LE cantilever bridge at Monaca - Beaver PA . Appears to be drawn on vellum type paper using a ink well pen. All of the math about the bridge is here. Live load,dead load, impact load and wind load Date is Jan. 31, 1908. Bought this on eBay around 20 years ago. Was unaware at the time of purchase of what I was getting. Wow, when I actually received it. Total calculated design load on one of the main bearings is 11,994.000 or 12 million pounds or ( 6 thousand tons). One of 26 images posted by Mike Brady Photo taken by Bob Harris in May 2012 from Bridge Hunter ( new window ) Mark Arnold posted five photos with the comment: " CSX's Ohio River cross...
I've noticed that NYC and Los Angeles have to pay a lot for water supply whereas Chicago has to pay a lot for water removal. I knew NYC dammed rivers in the mountains that are north of the city and then used tunnels (aqueducts) to transport the water into the city. What I did not know, until I studied the Cannonsville Dam , is that they also get water from the Delaware River watershed, which is a lot further away. Since I found this overview map, I'm writing this post to record it. Project Description , page 6 from nyc.gov A NY Times article about a leak in the Cannonsville Dam focuses on the people aspect of the dam. If you look at the map, Deposit, NY is downstream of the Cannonsville Dam. The residents are still bitter that 1000 people, including entire towns, were displaced over a half-century ago when the dam was built. Now they are bitter that they have to worry about the risk of living downstream of a dam. Since a big river flows right through them, they question why N...
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