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The primary purpose of this paper is to suggest procedures for the design of drainage facilities for airfields utilizing surface pondage for temporary storage of runoff from high intensity storms of short duration. Diagrams have been developed by means of which relationships can be determined between draininlet capacities, maximum storage volumes, and the duration of rainfall, for the frequency curve selected, that will produce the maximum rate of runoff for the specific area involved.
The primary purpose of this paper is to suggest procedures for the design of drainage facilities for airfields utilizing surface pondage for temporary storage of runoff from high intensity storms of short duration. Diagrams have been developed by means of which relationships can be determined between draininlet capacities, maximum storage volumes, and the duration of rainfall, for the frequency curve selected, that will produce the maximum rate of runoff for the specific area involved.
Design of Drainage Facilities
Hathaway, Gail A. (Autor:in)
Transactions of the American Society of Civil Engineers ; 110 ; 697-729
01.01.2021
331945-01-01 pages
Aufsatz (Zeitschrift)
Elektronische Ressource
Unbekannt
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