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<br />Flood of fi'ecord -- The greate:,t flood recorded for a location. <br />Floodplain n The low lands adjoining the- channel of a river, creel<;, Btream or <br />other watHr course, lake, or body of standing water which may b~~ or has <br />been covmed by a floodwater.- <br />Floodplain Delineation n The process of Showing in grapl,ic form on a map or <br />photo mo:saic, areas which may be or have been inundated by a specific or <br />predicted flood. <br />Floodplain Information Stucfy -- A study prepared using detailed methods to <br />determinE> water surface profiles and floodplain delineations including <br />delineaticn of the 1 DO-year floodplain. <br />F/oodway" The channel of a stream and the portions of the adjoining flood- <br />plain reqLired to pass the discharge of the 1 DO-year flood with an insignifi- <br />cant increase in flood levels. As used in the National Flood Insurance <br />Program. Iloodways must be large enough to pass the 1 <lO-year discharge <br />without causing the flood elevation to increase more than a specified amount <br />(usually one-foot), <br />Freeboarcf -- A factor of safety usually expressed in feet above a design flood <br />level for flood protection or control works. <br />Gauge -.. }\n instrument for measuring precisely the flow of water past a given <br />point on c:l stream. <br />Gauged u Measured by onH or more strHam gauges which provide data <br />about his':oric volumes of water t11rough a particular stream reach. <br />Horizontal Datum -- An assumed set of lines in the two horizontal dimensions <br />used as a reference in surveying or mapping and expressed as longitudinal <br />and latitudinal coordinates, <br />Hydraulic Analysis n The study of determining water levels for particular flood <br />events. <br />Hydraulic Loading -- Pressure from the forces of water at rest or moving <br />water. <br />Hydrodynamic u Resulting from water in motion pressinn against adjacent <br />surfaces.ialso Dynamic) <br />Hydrodynamic Loads n Forces imposed on structures by flood waters due to <br />the impact of moving water on the upstream side of a structure, negative <br />pressures on the downstream side, and drag along the sides. <br />Hydrolog.'c Analysis n The study of determining rainfall run-off (flood waters) <br />for a specific watershed, <br />Hydrosta.'ic n Resulting from the weight of water at rest.(also Static) <br />Hydrosta'ic Loads -- Forces imposed on structures due to the weight of the <br />flood water. <br />Intermitt"nt Stream (or Stmam fleach) .,. A stream (or stream reach) which <br />has surface discharge generally betweEln 10 and 80 percent of the time. <br />Because an intermittent stream channel is at or near the water-table surface, <br />discharge can be the result of a disconUnous suppiy from springs or ground <br />water senpage, a discontinuous supply from surface sources, including <br />runoff or rainfall and seasonal snowmelt, or both. If a channel has a sustained <br />period of no streamflow interrupted by a seasonal period of continous <br />streamflc,w, at least 1 month in length, the stream or streams is intermittent. <br />Levee -- lID artifical barrier constructed to prevent a river or stream from <br />overflowing. <br />Liquefacr/on -- The process of becoming liquid. <br />Log-Pearson III Technique ,.- A statistical distribution technique which is used <br />in analyz ng observed peal, flows in order to calculate projected peak flows <br />for varioes flood frequenCies considered in a floodplain study. <br />Magnitucle n The largest measured volume of flow during a particular flood. <br />Master Drainageway Planning Study.. A study prepared using detailed <br />methods to determine water surl'ace profiles and floodplain delineations, <br />including delineation of the 100-year floodplain, and to determine alternative <br />structural and non-structural plans for dealing with 1 OO"year flows and <br />drainage problems. <br />Mean Sea Level n The avera!Je height of the sea for all stages of the tide over <br />a 19-yea - period. <br /> <br />55 <br />