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Spillway
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A spillway is a structure used to provide for the controlled release of flows from a dam or levee into a downstream area, typically being the river that was dammed. Spillways release floods so that the water does not overtop and damage or even destroy the dam.
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A spillway is a structure used to provide for the controlled release of flows from a dam or levee into a downstream area, typically being the river that was dammed. Spillways release floods so that the water does not overtop and damage or even destroy the dam. Except during flood periods, water does not normally flow over a spillway. In contrast, an intake is a structure used to release water on a regular basis for water supply, hydroelectricity generation, etc. Floodgates and fuse plugs may be designed into spillways to regulate water flow and dam height. Other uses of the term "spillway" include bypasses of dams or outlets of a channels used during highwater, and outlet channels carved through natural dams such as moraines.
Types
A spillway is located at the top of the reservoir pool. Dams may also have bottom outlets with valves or gates which may be operated to release flood flow, and a few dams lack overflow spillways and rely entirely on bottom outlets.
There are two types of spillways: controlled and uncontrolled.
A controlled spillway has mechanical structures or gates to regulate the rate of flow. This design allows nearly the full height of the dam to be used for water storage year-round, and flood waters can be released as required by opening one or more gates.
An uncontrolled spillway, in contrast, does not have gates; when the water rises above the lip or crest of the spillway it begins to be released from the reservoir. The rate of discharge is controlled only by the depth of water within the reservoir. All of the storage volume in the reservoir above the spillway crest can be used only for the temporary storage of floodwater, and cannot be used as water supply storage because it is normally empty.
In an intermediate type, normal level regulation of the reservoir is controlled by the mechanical gates, but if inflow to the reservoir exceeds the gates capacity, an artificial channel blocked by a fuse plug dike will operate. The fuse plug is designed to overtop and wash out in case of a large flood, greater than the discharge capacity of the spillway gates. Although it may take many months to restore the fuse plug and channel after such an operation, the total damage and cost to repair is less than if the main water-retaining structures had been overtopped. The fuse plug concept is used where it would be very costly to build a spillway with capacity for the probable maximum flood.
Stepped spillways
Stepped channels and spillways have been used for over 3,000 years. Recently, new construction materials, (e.g. RCC, gabions) and design techniques (e.g. embankment overtopping protection) have increased the interest in stepped chutes. The steps produce considerable energy dissipation along the chute and reduce the size of the required downstream energy dissipation basin.
Research is still active on the topic, with newer developments on embankment dam overflow protection systems, converging spillways and small weir design.
Inverted-bell spillways
Some spillways are designed like an inverted bell so that water can enter all around the perimeter. These uncontrolled spillway devices are also called morning glory, plughole, glory hole, or bell-mouth spillways. In areas where the surface of the reservoir may freeze, bell-mouth spillways are normally fitted with ice-breaking arrangements to prevent the spillway from becoming ice-bound. Chaffey Dam, located near Tamworth, New South Wales in Australia has a classic example of an inverted-bell spillway. It was the first one created in Australia of its kind.
Design considerations
The largest flood that needs be considered in the evaluation of a given project, regardless of whether a spillway is provided; i.e., a given project should have structures capable of safely passing the appropriate spillway design flood (SDF). A 100-year recurrence interval is the flood magnitude expected to be exceeded on the average of once in 100 years. It may also be expressed as an exceedance frequency with a one per cent chance of being exceeded in any given year.
Safety
Spillway gates may operate suddenly without warning, under remote control. Trespassers within the spillway run the risk of drowning. Spillways are usually fenced and equipped with locked gates to prevent casual trespass within the structure. Warning signs, sirens, and other measures may be in place to warn users of the downstream area of sudden release of water. Operating protocols may require "cracking" a gate to release a small amount of water to warn persons downstream. Sudden closure of a spillway gate may result in stranding of fish.
See also
External links
- - information, images, and construction information about the Lake Berryessa glory hole.
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