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IECA Resources

Definitions H – L

Head.   Represents  an  available  force  equivalent  to  a  certain  depth  of  water.    This  is  the motivating force in effecting the movement of water.  The  height  of  water  above any  point  or plane of reference.  Used also in various compound expressions, such as energy head, entrance head, friction head, static head, pressure head, lost head, etc.

Headcutting.  Progressive scouring and degrading of a streambed at a relatively rapid rate in the upstream direction, usually characterized by one or a series of vertical falls.

High Water.
  Maximum flood stage of stream or lake; periodic crest stage of tide. Historic HW is stage recorded or otherwise known.

Hydraulic.
  Pertaining to water in motion and the mechanics of the motion.

Hydraulic  Gradient.   
A  line  that  represents  the  relative force available due to the potential energy available.  This is a combination of energy due to the height of the water and the internal pressure.  In any open channel, this line corresponds to the water surface.  In a closed conduit, if several openings were placed along the top of the pipe and open tubes inserted, a line connecting the water surface in each of these tubes would represent the hydraulic grade line.

Hydraulic Jump (or Jump). 
Transition of flow from the rapid to the tranquil state.  A varied flow phenomenon producing a rise in elevation of water  surface.  A sudden transition from supercritical flow to the complementary subcritical flow, conserving momentum and dissipating energy.

Hydraulic Mean Depth. 
The area of the flow cross section divided by the water surface width.

Hydraulic Radius. 
The cross sectional area of a stream of water divided by the length of that part of its periphery in contact with its containing conduit; the ratio of area to wetted perimeter.

Hydric. 
Characterized by, relating to or requiring an abundance of moisture.

Hydrograph. 
A graph showing stage, flow, velocity, or other property of water with respect to time.

Hydrographi
c.  Pertaining to the measurement or study of bodies of water and associated terrain.

Hydrography. 
Water Surveys.  The art of measuring, recording, and analyzing the flow of water; and of measuring and mapping watercourses, shore lines, and navigable waters.

Hydrologic.
  Pertaining to the cyclic phenomena of waters of the earth; successively  as precipitation,  runoff,  storage  and  evaporation,  and  quantitatively  as  to   distribution  and concentration.

Hydrology. 
The science dealing with the occurrence and movement of water upon and beneath the land areas of the earth.  Overlaps and includes portions of other sciences such as meteorology and geology.  The particular branch of Hydrology that a design engineer is generally interested in is surface runoff that is the result of excessive precipitation.

Hydrophyte.
  A perennial vascular aquatic plant having its overwintering buds under water;  a plant growing in water or in soil too waterlogged for most plants to survive.

Hydrostatic
.
  Pertaining to pressure by and within water due to gravitation acting through depth.

Hyetograph. 
Graphical representation of rainfall intensity against time.

Impervious.  A  surface  that  cannot  be  easily penetrated; for instance, rain does not readily penetrate asphalt or concrete surfaces.

Impinge
.
  To strike and attack directly, as in curvilinear flow where the current does not follow the curve but continues on tangent into the bank on the outside of bend in the channel.

Incised  Channel.   
Those channels which have been cut  relatively  deep  into  underlying formations by natural processes.  Characteristics include relatively straight alignment and high, steep banks such that overflow rarely occurs, if ever.

Infiltration. 
The passage of water through the soil surface into the ground.

Inlet. 
An entrance into a ditch, storm drain, or other water conveyance system.

Inlet Time. 
The time required for storm runoff to flow from the most remote point, in flow time, of a drainage area to the point where it enters a drain or culvert.

Inlet Transition. 
A specially shaped entrance to a box or pipe culvert.  It is shaped in  such a manner that in passing from one flow condition to another, the minimum turbulence or interference with flow is permitted.

Inundate. 
To cover with a flood.

Invert.  The bottom of a drainage facility along which the lowest flows would pass.

Invert Paving.  
Generally  applies  to  metal  pipes  where  it  is  desirable  to  improve  flow characteristics or prevent corrosion at low flows.  The bottom portion of the pipe is paved with an asphaltic material, concrete, or air-blown mortar.

Inverted Siphon. 
A pipe for conducting water beneath a depressed place.  A true inverted siphon is a culvert which has the middle portion at a lower elevation than either the inlet or the outlet and in which a vacuum is  created  at some point in the pipe.  A sag culvert is similar, but the vacuum is not essential to its operation.

Isohyet/Isohyetal  Line.  
A line drawn on a map or chart joining points that receive the same amount of precipitation.

Isohyetal Map. 
A map containing isohyetal lines and showing rainfall intensities.

Isovel
.
  Line on a diagram of a channel or channel section connecting points of equal velocity.

Jack (or Jack Straw).  
Bank protection element consisting of wire or cable strung on three mutually perpendicular struts connected at their centers.

Jacking  Operations.   
A  means of constructing a pipeline under a highway without open excavation.  A cutting edge is placed on the first section of pipe and the pipe is forced ahead by hydraulic jacks.  As the leading edge pushes ahead, the material inside the pipe is dug out and transported outside the pipe for disposal.

Jam
.
  Wedged collection of drift in a constriction of a channel, such as  a  gorge  or  a  bridge opening.

Jet
.
   An effluent stream from a restricted channel, including a fast current through a slower stream.

Jetty. 
An elongated, artificial obstruction projecting into a stream or the sea from bank or shore to control shoaling and scour by deflection of strength of currents and waves.

Jump
  Sudden transition from supercritical flow to the complementary subcritical  flow, conserving momentum and dissipating energy; the hydraulic jump.

Kolk.  Rotational flow about a horizontal axis, induced by a reef and breaking the surface in a boil.

Lag. 
Variously defined as time from beginning (or center of mass) of rainfall to peak (or center of mass) of runoff.

Lake.  
A water filled basin with restricted or no outlet.  Includes reservoirs, tidal ponds and playas.

Laminar Flow. 
That type of flow in which each particle moves in a direction parallel to every other particle and in which the head loss  is  approximately  proportional  to  the  velocity  (as opposed to turbulent flow).

Lateral. 
In a drainage system, a drainage conduit transporting water from inlet points to the main drain trunk line.

Levee.
  An embankment to prevent inundation, usually on or along the bank of a stream or lake to protect outer lowlands.(See Dike)

Lining.
  Protective cover of the perimeter of a channel.

Littoral.  Pertaining to or along the shore, particularly to describe currents, deposits, and drift.

Littoral Dri
ft.  The sedimentary material (sand) moved along the shoreline under the influence of waves and currents.

Littoral Transport.  The movement  of  littoral  drift  along  the  shoreline by waves  and  currents. Includes movement parallel (longshore transport) and perpendicular (on-offshore transport) to the shore.

Loading.
  The total amount of material entering a system from all sources.

Local Depression.  
A  low  area  in  the  pavement  or  in  the  gutter  established  for  the  special purpose of collecting surface waters on a street and directing these waters into a drainage inlet.

Longshore
.
  Parallel to and near the shoreline.