Water Power for the Farm and Country HomeCooper, David R.
Science
Water Power for the Farm and Country Home
Cooper, David R.
Hydroelectric power plants -- New York (State)
The sloping face of the dam receives the direct pressure of the water
and transfers it to the sills, which in turn transfer it to the
concrete foundation. The reason for sloping the upstream face of the
dam is that the pressure of water is always normal, or perpendicular,
to the surface against which it presses; therefore, if the face of the
dam is sloping, the pressure is downward, rather than outward, as would
be the case with a vertical face. This results in greater stability for
the dam, due to the lessened tendency to tip over. With a dam of this
type the higher the water rises against or over it, the more nearly
vertical is the line of pressure, and the dam is held tightly down on
its foundation instead of tending to tip over. It follows that the
flatter the face of the dam the more stable it will be. Mr. Miner’s dam
raised the water about four feet.
But in spite of his provision for floods, Mr. Miner did not want to be
under the necessity of letting down his dam for every freshet, so he
provided an additional permanent spillway. This is a simple concrete
barrier, or wall, which flanks one end of the dam. In plan it was
built at an angle with the dam proper, and extends downstream along
the side of the natural bank. It was built with its crest a few inches
higher than the main dam, so that during periods of ordinary flow the
surplus water all passes over the main dam, but as soon as the creek
rises a few inches over the main dam, water begins to flow over this
extra spillway, which, being about forty feet long, will discharge a
considerable volume although the water flowing over it is only a few
inches in depth.
This spillway is strengthened on the downstream end by a concrete
abutment, which consists of a simple heavy block of concrete extending
above the top of the spillway. A similar abutment flanks the upstream
end and also constitutes an abutment for one end of the main dam. The
other end of the main dam is set against the opposite bank of the creek
and is protected from washing and is strengthened by a similar concrete
abutment.
Public-domain text, read in full here on John Shaqi.
Reviews
Reviews
No reviews yet
Be the first to share your thoughts on this work.
Join the Discussion
Join the discussion
Sign in to leave a comment or review.
Sign InorCreate an account