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Автор Viessman, Warren
Дата выпуска 1966
dc.description The rainfall‐runoff relationships on several impervious urban drainage areas varying in size from about 0.4 to 1.0 acre were investigated. The effective storm pattern, divided into a sequence of 1‐minute inputs, provided the basis for generation of a corresponding sequence of runoff outputs, which were combined to produce the total runoff hydrograph. The basic output is a unit hydrograph resulting from an effective rainfall input of 1 minute's duration. (Key words: Runoff; unit hydrographs; urban areas)
Формат application.pdf
Копирайт Copyright 1966 by the American Geophysical Union.
Название The hydrology of small impervious areas
Тип article
DOI 10.1029/WR002i003p00405
Electronic ISSN 1944-7973
Print ISSN 0043-1397
Журнал Water Resources Research
Том 2
Первая страница 405
Последняя страница 412
Выпуск 3
Библиографическая ссылка Knapp, J. W., J. C.Schaake, andW.ViessmanJr., Measuring rainfall and runoff at storm‐water inlets,Proc. Am. Soc. Civil Engrs.,HY5,89,Sept.1963.
Библиографическая ссылка Landreth, R. E., Time lag for small urban drainage areas, M.S. thesis,New Mexico State University,University Park, New Mexico,June1963.
Библиографическая ссылка SchaakeJr., John C., Progress Report XI on the Storm Drainage Research ProjectThe Johns Hopkins University, Baltimore, MarylandSeptember, 1963.
Библиографическая ссылка Tholin, A. L., C. J.Keifer, The hydrology of urban runoff, Trans. Am. Soc. Civil Engrs., 125, 1960.
Библиографическая ссылка ViessmanJr., W., A. Y.Abdel‐Razaq, Time lag for urban inlet areasTechnical Report 19Engineering Experiment Station, New Mexico State University, University Park, New MexicoJune, 1964.
Библиографическая ссылка ViessmanJr., Warren, andJ. C.Geyer, Characteristics of the inlet hydrograph,Proc. Am. Soc. Civil Engrs.,HY5,88,September1962.
Библиографическая ссылка Willeke, G. E., Time in Urban Hydrologypresented at American Society of Civil Engineers Hydraulics ConferenceVicksburg, MississippiAugust, 1964.

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