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Hydraulics Manual Glossary G - 3 Glossary G - 1 GLOSSARY OF HIGHWAY-RELATED DRAINAGE TERMS (Reprinted from the 1999 edition of the American Association of State Highway and Transportation Officials Model Drainage Manual) G.1 Introduction This Glossary is divided into three parts: · Introduction, · Glossary, and · References. It is not intended that all the terms in this Glossary be rigorously accurate or complete. Realistically, this is impossible. Depending on the circumstance, a particular term may have several meanings; this can never change. The primary purpose of this Glossary is to define the terms found in the Highway Drainage Guidelines and Model Drainage Manual in a manner that makes them easier to interpret and understand. A lesser purpose is to provide a compendium of terms that will be useful for both the novice as well as the more experienced hydraulics engineer. This Glossary may also help those who are unfamiliar with highway drainage design to become more understanding and appreciative of this complex science as well as facilitate communication between the highway hydraulics engineer and others. Where readily available, the source of a definition has been referenced. For clarity or format purposes, cited definitions may have some additional verbiage contained in double brackets [ ]. Conversely, three “dots” (...) are used to indicate where some parts of a cited definition were eliminated. Also, as might be expected, different sources were found to use different hyphenation and terminology practices for the same words. Insignificant changes in this regard were made to some cited references and elsewhere to gain uniformity for the terms contained in this Glossary: as an example, “groundwater” vice “ground-water” or “ground water,” and “cross section area” vice “cross-sectional area.” Cited definitions were taken primarily from two sources: W.B. Langbein and K.T. Iseri’s “General Introduction and Hydrologic Definitions” (37) and a draft of a Glossary being developed by the Interagency Hydrology Committee. A few cited definitions were considered to be partially outdated; corrections are suggested where this occurred. Future plans of the AASHTO Task Force on Hydrology and Hydraulics are to integrate the current American Society of Civil Engineers Glossary of hydrologic terms with this Glossary. ODOT Hydraulics Manual G - 2 Glossary Many terms are explained and defined in several ways—sometimes with considerable detail. This was done intentionally for several reasons: • to facilitate understanding for those who respond better to a particular written format or detail of explanation, • to highlight actual or apparent contradictions in current terminology, • to avoid or minimize litigation problems from overly restrictive definitions, and • to selectively augment certain subject matter in the AASHTO Highway Drainage Guidelines and Model Drainage Manual. Some terms included in this Glossary will have limited application to highway drainage design. They have been included for several reasons: • to facilitate communication with other, related sciences; and • to preclude confusion with similar, but different hydraulics-related terms. As often happens in any science, some practitioners have different names for the same thing. Every attempt has been made to sort out these colloquialisms and synonyms and assign all the definitions to one term. Cross-referencing of these terms was attempted, but is unlikely to ever be complete or to satisfy all practitioners. It is anticipated that errors and oversights will be resolved with revisions of this Glossary. The reader is encouraged to submit their experience with this Glossary to the AASHTO Task Force on Hydrology and Hydraulics. In particular, the following information is solicited: • proposed terms and definitions, • proposed revisions of present terms to include reasons where appropriate, and • problems (particularly legal) with the present definitions. In cross-referencing, two terms are used: “See” and “Compare with.” The term “see” usually means one of two things: (1) The definition is provided under a different term; (2) The cross-referenced term provides additional information. The term “compare with” infers that the cross-referenced term may be at variance with or an antonym of the defined term; judgmental decisions may be needed in such cases. This Glossary also attempts to “package” like terms having two or more words. This provides the added advantage of facilitating a comparison of terms without flipping back and forth between pages. As an example, see the section of this Glossary that addresses “Streams,” “Gages,” “Probability Distribution,” or “Weir.” In some instances this might prove inconvenient and add some length to the Glossary, but it was felt the advantages outweighed the disadvantages. An exception was made where a particular term might best be left with another, smaller grouping of like terms. ODOT Hydraulics Manual Glossary G - 3 The scientific, and in particular the regulatory, world is inundated with acronyms and abbreviations. This Glossary attempts to define some of the more familiar acronyms and abbreviations likely to be encountered by the highway hydraulics engineer. In a few instances, they have different meanings (See TW, for instance). A few hydraulic variables and equations are also included. And finally, since this is a Glossary of transportation-related hydraulic terms, an attempt has been made to provide this unique focus without distorting a term’s meaning. G.2 Glossary The following terms are provided to facilitate the application of the AASHTO Highway Drainage Guidelines and Model Drainage Manual. AASHTO Acronym for American Association of State Highway Transportation Officials. ABLATION The process by which ice and snow waste away from melting and evaporation or by which land wears away by the action of surface water. ABRASION Removal of stream bank material due to entrained sediment, ice, or debris rubbing against the bank. Compare with Erosion, Scour, and Mass Wasting. ABSORPTION The assimilation or taking up of water or other solutions by soil or other material; i.e., the entrance of water into the soil or rocks by all natural processes. It includes the infiltration of precipitation or snowmelt, gravity flow of streams into the valley alluvium (see Storage, Bank), sinks, or other large openings, and the movement of atmospheric moisture. The process by which substances in gaseous, liquid, or solid form dissolve or mix with other substances. Compare with Adsorption. ABSTRACTION That portion of rainfall which does not become runoff. It includes interception, infiltration, and storage in depressions. It is affected by land use, land treatment and condition, and antecedent soil moisture. ABUTMENT The superstructure support at either end of a bridge or similar type structure: usually classified as spillthrough or vertical. Considered part of the bridge substructure. See Spillthrough Abutment and Vertical Abutment. ACCRETION Build-up of beach due to wave and wind action. ACRE-FOOT The quantity of water required to cover 1 acre to a depth of 1 foot and equal to 43,560 cubic feet or about 326,000 gallons or 1233 m3. Abbreviated as AF. See Hectare-meters. ACT (ACTS) Written law, such as an Act of Congress. ODOT Hydraulics Manual G - 4 Glossary ACT OF GOD In law, a direct, sudden or irresistible action of natural forces that could not reasonably have been foreseen and prevented. ACTION (HIGHWAY) A highway action as it pertains to drainage design is any construction, reconstruction, rehabilitation, repair, or improvement in a watershed or on the transportation system that measurably changes such things as floodplain limits, established flood patterns, and runoff characteristics or that requires a design or review storm system to accommodate storm runoff. ADSORPTION The adhesion in an extremely thin layer of molecules (such as gases, solutions, or liquids) to the surface of solid bodies or liquids with which they are in contact. Compare with Absorption. ADVERSE SLOPE See Slope, Adverse. AERATION ZONE See Zone of Aeration. AEROBIC A condition in which molecular oxygen is a part of the environment. AF Acronym for Acre-Foot. Common abbreviation is ac.-ft. AFFLUX Backwater or height by which water levels are raised at a stated point, owing to presence of a constriction or obstruction, such as a bridge. AGGRADATION General and progressive upbuilding of the longitudinal profile of a channel or within a drainage facility by the deposition of sediment. Compare with Sedimentation. Permanent or continuous aggradation is an indicator that a change in the stream’s discharge and sediment load characteristics is taking place. AHW Acronym for Allowable Headwater. Compare with HW. ALERT Acronym for Automated Local Evaluation in Real Time. An automated, local flood warning system consisting of automatic self-reporting river and rainfall gages, a communications system based on line-of-sight radio transmission of data, and a base station. The base station consists of radio receiving electronic equipment and a microprocessor. Data analysis software is available to collect, quality control, and display data. A hydrologic model to provide simulation of streamflow is also available. ALFALFA A deep-rooting plant, Medicago Sativa, native to Eurasia, having compound leaves with three leaflets and a cluster of small purple flowers. It is widely cultivated for forage and is used as a commercial source of chlorophyll. Its deep-rooting characteristics, commercial value, and environmental (forage and bee
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