Steel Dams
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A steel dam is a type of dam (a structure to impound or retard the flow of water) that is made of
steel Steel is an alloy made up of iron with added carbon to improve its strength and fracture resistance compared to other forms of iron. Many other elements may be present or added. Stainless steels that are corrosion- and oxidation-resistant ty ...
, rather than the more common masonry,
earthworks Earthworks may refer to: Construction *Earthworks (archaeology), human-made constructions that modify the land contour * Earthworks (engineering), civil engineering works created by moving or processing quantities of soil *Earthworks (military), m ...
, concrete or timber construction materials. Relatively few examples were ever built. Of the three built in the US, two remain: the
Ashfork-Bainbridge Steel Dam The Ashfork Bainbridge Steel Dam, the first large steel dam in the world, and one of only three ever built in the United States, was constructed in 1898 by the Atchison, Topeka and Santa Fe Railway (ATSF) to supply water for railway operations ne ...
, built in 1898 in the Arizona desert to supply locomotive water to the Atchison, Topeka and Santa Fe Railway (ATSF), and the Redridge Steel Dam, built 1901, in the Upper Peninsula of Michigan to supply water to stamp mills. The third, the
Hauser Lake Dam Hauser Dam (also known as Hauser Lake Dam) is a Hydroelectricity, hydroelectric straight Dam#Gravity dams, gravity dam on the Missouri River about northeast of Helena, Montana, in the United States. The original dam, built between 1905 and 1907, ...
in Montana, was finished in 1907 but failed in 1908. Steel dams were found to be uneconomical after World War I, as the price of steel increased by many multiples, compared with cement prices. Their economics are highly favourable in 21st century due to lower total onsite labour costs, lower cost for bulk material transportation, availability of more construction time in a year, and flexibility in construction plan complying statuary requirements, etc.


Principles of operation

Steel dams use a series of footings anchored in the earth. These footings hold struts which in turn hold up a series of deck girders which in turn hold steel plates. It is these plates that the water comes in contact with. The girders and plates are angled in the downstream direction so that part of the weight of the water acts with a downward force on the struts and footings, holding them in place. If the plates were vertical, as in a steel cofferdam, all the force would be horizontal and much more massive struts and anchors would be required to counteract the horizontal force and bending moment.


Direct strutted

In the direct strutted version, shown in the illustration at left, all the struts are parallel. There is thus no tensile force in the plate girders.


Cantilever strutted

In the cantilever strutted version, shown in the illustration at left, the top strut (or struts, depending on design) can be fashioned into a cantilever truss. By all going to the same footing, the upper part of the deck girders are thus in tension and the moment of the cantilever section is offset by the moment of the water impinging on that section.


Scalloping

In both types of construction, it is typical for the plates to have a scalloped appearance, as can be seen in the Redridge Steel Dam illustration, above. It is to allow free expansion/contraction of the steel plates as the water or ambient temperature changes.


Design tradeoffs

There are two design trade-offs, the girder plate angle and the strut angle. Increasing the girder/plate angle towards the horizontal, the normal component of the force will increase towards vertical; this means that footings do not need to resist as much horizontal force, but requires more steel for a given upstream head. Increasing the strut angle towards vertical reduces the horizontal moment on the footings, reducing the risk of sliding.


Spillways and pipes

Steel dams may or may not have a spillway. The Ashfork-Bainbridge did not have one but was designed to allow water to pour directly over the crest, while the Redridge had both a spillway and a water pipe to supply water to downstream stamp mills.


Advantages and disadvantages

Steel Dam proponents claimed some advantages: *Steel fabrication techniques, even at the turn of the 19th century, allowed for faster and cheaper construction than masonry *The structure is
statically determinate In statics and structural mechanics, a structure is statically indeterminate when the static equilibrium equations force and moment equilibrium conditions are insufficient for determining the internal forces and Reaction (physics), reactions on tha ...
allowing precise calculations of load and member strength needed *Since steel is more flexible than concrete, they are more resistant to catastrophic failure due to ground settling *Frost does not affect them the way it does concrete or masonry *Non–catastrophic leaks can be addressed by welding There were also some known disadvantages: *Constructing good footings is key to a successful dam as they must bear weight, not settle too much and resist horizontal travel. *The long term strength of the dam is not known. The two examples in the US still standing are not currently under significant water load *The lightness of the structure means it is more vulnerable to wear due to water vibrations than more massive dams *Maintenance needs are higher, rust and corrosion must be addressed *Stresses can be quite concentrated, which could cause stress cracking as a failure mode. *As with other dams, undermining is a possible failure mode (this is believed to be why the Hauser Lake dam failed.)


Further reading

* Jackson, Donald C. Great American Bridges and Dams, John Wiley & Sons, New York (USA), , 1984; pp. 210–211.
Irrigation and Water Power Engineering
a book found via Google books. One of few sources to mention steel dams, says there are 3 extant in the US and gives some info. Some of this article uses material from this text.

A Brief History of Steel Dams by Hubert CHANSON (you will have to press the PROCEED button to carry on to the article after following the link). It indicates that the Hauser Lake dam was built between 1905-1907 and failed in 1908, after SCHUYLER (1909).


References

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