Gates may be sectioned or un-sectioned.
Sectioned gates consists of sub-assemblies
that are erected piece-meal when needed with stoplogs as a prime example. Stoplogs
may be used as a means to block a discharge opening, with the individual stoplogs
removed one piece at a time when flow must be released. Bulkhead gates are not a
true type of gate but rather a classifying use of gate (as are the gates classified for use
as intake, draft tube, spillway). Bulkhead gates and stoplogs are normally lifted
vertically installed under no flow conditions for maintenance or emergency use,
They often spend most of their life cycle in storage rather than in service. The
location and function of a gate determines its design, method of operation, and
service life.
The powerhouse usually contains gates or valves to control flow to the turbine, from
the intake, and may have headgates and draft tube gates for turbine dewatering and
maintenance purposes. In addition, the hydroelectric turbine may also contain wicket
gates, which are not "gates" in the sense of the types of gates used on a dam. Turbine
wicket gates are actually more closely related to a valve than a gate, as they have
seating and supports and are located in a pressurized conduit. The turbine wicket
gates are similar to the wicket gates identified in Table C-l, although the wicket gates
used in a dam are operated under low heads (less than 30 feet) whereas turbine wicket
gates can operate under heads that may exceed 1,000 feet.
Some of the gates listed in Table C-l may be used at navigation locks and dams, or
on tidal developments that include hydroelectric generation. Lock and dams, and tidal
projects also utilize gates, such as the Miter, Vertical Sector, and Buoyant Flap gates
that are not commonly associated with, or found at hydroelectric projects. Gates not
commonly used at hydroelectric projects have not been addressed specifically in these
guidelines.
Gate hoists are the mechanical