Accretion. Outward growth
of bank or shore by sedimentation. Increase or extension of boundaries
of land by action of natural forces.
Active Construction Area. The area where the
contractor intends to be actively involved in soil disturbing work
during the ensuing 20 day period during the winter season.
This may include areas where soils have been disturbed as well as
areas where soil disturbance has not yet occurred.
Aggradation. General and progressive raising
of a stream bed by deposition of sediment. Modification of the earth's
surface in the direction of uniformity of grade, or slope, by deposition
as in a river bed.
Aggressive. Refers to the corrosive properties
of soil and water.
Alluvial. Referring to deposits of silts, sands, gravels
and similar detrital material which have been transported by running
water.
Alluvium. Stream-borne materials deposited in and
along a channel.
Apron. A lining of the bed of the channel upstream
or downstream from a lined or restricted waterway.
A floor or lining of concrete, rock, etc., to protect a surface
from erosion such as the pavement below chutes, spillways, at the
toes of dams, or along the toe of bank protection.
Aqueduct. (1) A major conduit. (2) The
entire transmission main for a municipal water supply that may
consist of a succession of canals, pipes, tunnels, etc. (3)
Any conduit for water; especially one for a large quantity of flowing
water. (4) A structure for conveying a canal over a river
or hollow.
Aquifer. Water-bearing geologic formations that permit
the movement of ground water.
Arid Area. Area receiving less than 10 inches of rainfall
per year.
Armor. Artificial surfacing of bed, banks, shore or
embankment to resist erosion or scour.
Arroyo. Waterway of an ephemeral stream deeply carved
in rock or ancient alluvium.
Artesian Waters. Percolating
waters confined below impermeable formations with sufficient
pressure to spring or well up to the surface.
Articulated. Made flexible by hinging particularly
of small rigid slabs adapted to revetment.
Avulsion. (1) A forcible separation; also, a part
torn off. (2) The sudden removal of land from the estate of
one person to that of another, as by a sudden change in a river,
the property thus separated continuing in the original owner.
(3) A sudden shift in location of channel.
Backfill. Earth used to fill a trench or excavation.
Backing Layer. A layer of graded rock between rock
riprap and underlying engineering fabric or filter layer to prevent
extrusion of the soil or filter layer material through the riprap.
Backshore. The zone of the shore or beach lying between
the foreshore and the coastline and acted upon by waves only during
severe storms, especially when combined with exceptionally high
water.
Backwater. An unnaturally high stage in stream caused
by obstruction or confinement of flow, as by a dam, a bridge, or
a levee. Its measure is the excess of unnatural over natural
stage, not the difference in stage upstream and downstream from
its cause.
Baffle. A pier, vane, sill, fence, wall or mound built
on the bed of a stream to parry, deflect, check or disturb
the flow or to float on the surface to deflect or dampen cross currents
or waves.
Bank. The lateral boundary of a stream confining water
flow. The bank on the left side of a channel looking downstream
is called the left bank, etc.
Bank Protection. Revetment,
or other armor protecting a bank of a stream
from erosion, includes devices used to deflect the forces of erosion
away from the bank.
Bar. An elongated deposit of alluvium within
a channel or across its mouth.
Barrier. A low dam or rack built to control
flow of debris.
Base Flood. The flood or tide having a 1 percent chance
of being exceeded in any given year (100-year flood). The
'base flood' is commonly used as the 'standard flood' in Federal
flood insurance studies. (see Regulatory Flood).
Base Floodplain. The area subject to flooding by the
base flood.
Base Flow. The flow contribution to a creek
by groundwater. During dry periods, base flow constitutes
the majority of stream flow.
Basin. (1) The surface of the area tributary
to a stream or lake. (2) Space above or below ground capable
of retaining or detaining water or debris.
Bay. An indentation of bank or shore, including erosional
cuts and slipouts, not necessarily large.
Beach. The zone of sedimentary material that
extends landward from the low water line to the place where there
is marked change in material or form, or to the line of permanent
vegetation (usually the effective limit of
storm waves). The seaward limit of a beach, unless otherwise
specified, is the mean low water line. A beach includes foreshore
and backshore.
Bed. The earth below any body of water, limited
laterally by bank or shore.
Bed Load. Sediment that moves by rolling, sliding,
or skipping along the bed and is essentially in contact with the
stream bed.
Bedding. The foundation under a drainage structure.
Beneficial Uses. As referred to
in the State Water Quality Standards,
beneficial uses are activities that range from recreational
to agricultural uses, depending on the source of the water.
Berm. (1) A bench or terrace between two slopes.
(2) A nearly horizontal part of the beach or backshore formed at
the high water line by waves depositing material. Some beaches
have no berms, other have one or several.
Best Management Practice (BMP). (1)A measure that
is implemented to protect water quality and reduce the
potential for pollution associated with storm water
runoff. (2) Any program, technology, process, siting criteria,
operating method, measure, or device that controls, prevents,removes,
or reduces pollution.
Block. Precast prismatic unit for riprap structure.
Bluff. A high, steep bank composed of
erodible materials.
Boil. Turbulent break in a water surface by upwelling.
Boom. Floating log or similar element designed
to dampen surface waves or control
the movement of drift.
Bore. A transient solitary wave
in a narrow or converging channel advancing with a steep turbulent
front; product of flash floods or in-coming tides.
Boulder. Largest rock transported by a stream or rolled
in the surf; arbitrarily heavier than 12 kg and larger than 200
mm.
Braided Stream. A stream in which flow is
divided at normal stage by small islands. This type of stream
has the aspect of a single large channel with which there are subordinate
channels.
Breaker. A wave meeting a shore, reef, sandbar, or
rock and collapsing.
Breakwater. A fixed or floating structure that protects
a shore area, harbor, anchorage, or basin by intercepting waves.
Bulkhead. A steep or vertical structure placed
on a bank, bluff, or embankment to retain or prevent sliding of
the land and protect the inland area against damage.
Bulking. The increase in volume of flow due to air
entrainment, debris, bedload, or sediment in suspension.
Buoyancy. Uplift force on a submerged body equal
to the mass of water displaced times the acceleration of gravity.
Camber. An upward adjustment of the
profile of a drainage facility under a heavy loading (usually
a high embankment) and poor soil conditions, so that as the drainage
facility settles it approaches the design profile.
Canal. An artificial open channel.
Canyon. A large deep valley; also the
sub-marine counterpart.
Cap. Top layer of stone protective works.
Capacity. The effective carrying
ability of a drainage structure. Generally
measured in cubic meters per second.
Capillarity. The attraction
between water and soil particles which cause water to move in any
direction through the soil mass regardless of gravitational forces.
Capillary Water.
Water which clings to soil particles
by capillary action. It is
normally associated with fine sand, silt, or clay, but not normally
with coarse sand and gravel.
Catch Basin. A drainage structure which collects
water. May be either a structure where water enters from the
side or through a grating.
Causeway. A raised embankment or
trestle over swamp or overflow areas.
Cavitation. Erosion by suction,
especially in the partial vacuum of a diverging jet.
Celerity. Velocity of a moving wave,
as distinguished from velocity of particles oscillating in the wave.
Channel. The space above
the bed and between banks occupied by a stream.
Channelization. The process of making a channel
or channels. A channel is the bed of a stream or river, or
the hollow or course in which a stream flows.
Check. A sill or weir in a channel to control
stage or velocity.
Check Dam. A small dam generally
placed in steep ditches for the purpose of reducing the velocity
in the ditch.
Cienega. A swamp formed by water rising to
the surface at a fault.
Clean Water Act (CWA). The Federal Water
Pollution Control Act enacted in 1972 by Public Law 92-500 and amended
by the Water Quality Act of 1987. The Clean Water Act prohibits
the discharge of pollutants to Waters of the United States unless
said discharge is in accordance with an NPDES permit. The
1987 amendments include guidelines for regulating municipal,
industrial, and construction storm water discharges under the NPDES
program.
Cleanout. An access opening to
a roadway drainage system. Usually consists of a manhole shaft,
a special chamber or opening into a shallow culvert or drain.
Cliff. A high, steep face of rock; a precipice.
Cloudburst. Rain storm of great intensity
usually over a small area for a short duration.
Coast. (1) The strip of land, of indefinite
width (up to several kilometers), that extends from the shoreline
inland to the first major change in terrain features. (2) As a combining
form, upcoast is northerly and downcoast is southerly.
Cobble. Rock smaller than a boulder and larger
than gravel; arbitrarily 0.5 to 12 kg, or 75 to 200 mm in diameter.
Coefficient of Runoff. Percentage of gross
rainfall which appears as runoff.
Composite Hydrograph. A plot of mean daily
discharges for a number of years of record on a single year time
base for the purpose of showing the occurrence of high and low flows.
Concentrated Flow. Flowing water that has
been accumulated into a single fairly narrow stream.
Concentration. In addition to its general
sense, means the unnatural collection or convergence of waters so
as to discharge in a narrower width, and at greater depth or velocity.
Conduit. Any pipe, arch, box or
drain tile through which water is conveyed.
Cone. Physiographic form of sediment deposit
washed from a gorge channel onto an open plain;a debris cone, also
called an alluvial fan.
Confluence. A junction of streams.
Constriction. An obstruction narrowing a waterway.
Construction Activity. Includes
clearing, grading, or excavation and
contractor activities that result in soil disturbance.
Construction Site. The area involved in a
construction project as a whole.
Contraction. The reduction in cross sectional
area of flow.
Contractor. Party responsible for carrying
out the contract per plans and specifications.
Control. (1) A section or reach of an open
conduit or stream channel which maintains a stable relationship
between stage and discharge. (2) For flood, erosion, debris,
etc., remedial means or procedure restricting damage to a tolerable
level.
Conveyance. (1) A measure of
the water carrying capacity of a stream or channel.
(2) Any natural or man-made channel or pipe in which concentrated
water flows.
Core. Central zone of dike, levee, rock groin,
jetty, etc.
Corrasion. Erosion or scour by abrasion in
flowing water.
Corrosion. Erosion by chemical action.
Cradle. A concrete base generally constructed
to fit the shape of a structure that is to be forced through earthen
material by a jacking operation. The cradle is
constructed to line and grade. Then
the pipe rides on the cradle
as it is worked through the given material by jacking and
tunneling methods. Also serves as bedding for pipes in trenches
in special conditions.
Creek. A small stream, usually active.
Crest. (1) Peak of a wave or a flood.
(2) Top of a levee, dam, weir,
spillway or other water barrier or control.
Crib. An open-frame structure loaded with
earth or stone ballast to act as a
baffle in bank protection.
Critical Depth. (Depth at which specific energy
is a minimum) - The depth of water in a conduit at which under certain
other conditions the maximum flow will occur. These other
conditions are the conduit is on the critical slope with the water
flowing at its critical velocity and there is an adequate supply
of water. The depth of water flowing in an open channel or
a conduit partially filled, for which the velocity head equals one-half
the hydraulic mean depth.
Critical Flow. That flow in open
channels at which the energy content of the fluid is at a minimum.
Also, that flow which has a Froude number of one.
Critical Slope. That slope at which the maximum
flow will occur at the minimum velocity. The slope or grade
that is exactly equal to the loss of head per meter resulting from
flow at a depth that will give uniform flow at critical depth; the
slope of a conduit which will produce critical flow.
Critical Velocity. Mean velocity of flow when
flow is at critical depth.
Culvert. A closed conduit, other
than a bridge, which allows water to pass under a highway.
A culvert has a span of less than 6.1 m, or if multispan, the individual
spans are 3.0 m or less.
Current. Flow of water, both as a phenomenon
and as a vector. Usually qualified by adjectives like downward,
littoral, tidal, etc. to show relation to a pattern of movement.
Current Meter. An instrument for
measuring the velocity of a current. It is usually operated
by a wheel equipped with vanes or cups which is rotated by the action
of the impinging current. An indicating or recording device
is provided to indicate the speed of rotation, which is correlated
with the velocity of the current.
Cutoff Wall. A wall at the end of
a drainage structure, the top of which is an integral part of the
drainage structure. This wall is usually buried, and its function
is to prevent undermining of the drainage structure
if the natural material at the
outlet of the structure is scoured
by the water discharging from the end of the structure.
Cutoff walls are sometimes used at the upstream end of a structure
when there is a possibility of erosion at this point.
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