Runoff (Environmental Engineering) The water that flows overland to lakes or streams during and shortly after a precipitation event.
Shock load (Environmental Engineering) Influent wastewater entering the plant which has an unusually high organic content and/or high flow rate.
Architectural design - an activity that attempts to layout the module "floor plan" for the software
Basis path testing - (Software Engineering) a white box test case design technique that used the algorithmic flow of the program to design tests
Data flow diagram (DFD) - (Software Engineering) a modeling notation that represents a functional decomposition of a system
Interface design - (Software Engineering) a software engineering action that establishes the structure and workflow for a user interface; follows three "golden rules:" place the user in control, reduce the user's memory leoad, make the interface consistent.
Structured programming - (Software Engineering) a design method that limited design constructs to only three basic forms and constrains program flow for better quality
Work flow - (Software Engineering) the sequence of tasks that are required to accomplish some activity or action; often (but not always) used in conjunction with software process models
Carbonation (Concrete Engineering) 1) Reaction between the products of portland cement (soluble calcium hydroxides), water and carbon dioxide to produce insoluble calcium carbonate (efflorescence). 2) Soft white, chalky surface dusting of freshly placed, unhardened concrete caused by carbon dioxide from unvented heaters or gasoline powered equipment in an enclosed space. 3) Carbonated, dense, impermeable to absorption, top layer of the surface of concrete caused by surface reaction to carbon dioxide. This carbonated layer becomes denser and deeper over a period of time. 4) Reaction with carbon dioxide which produces a slight shrinkage in concrete. Improves chemical stability. Concrete masonry units during manufacturing may be deliberately exposed to carbon dioxide after reaching 80% strength to induce carbonation shrinkage to make the units more dimensionally stable. Future drying shrinkage is reduced by as much as 30%.
Consistency (Concrete Engineering) The degree of plasticity of fresh concrete or mortar The normal measure of consistency is slump for concrete and flow for mortar.
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