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Автор Ghosh, Somenath
Дата выпуска 1971
dc.description The modification of a flood hydrograph in a uniformly wide river reach with no downstream control that takes into account the effect of pseudoviscosity terms has been studied graphically by using the method of characteristics as discussed by Abbott. The routed profiles in the ux, hx, ut, and ht planes indicate the usual reduction in peak height and velocity with distance, and the stage discharge curve shows the familiar loop pattern.
Формат application.pdf
Копирайт Copyright 1971 by the American Geophysical Union.
Название Flood Wave Modification along a Prismatic River
Тип shortCommunication
DOI 10.1029/WR007i003p00697
Electronic ISSN 1944-7973
Print ISSN 0043-1397
Журнал Water Resources Research
Том 7
Первая страница 697
Последняя страница 703
Выпуск 3
Библиографическая ссылка Abbott, N. B., An Introduction to the Method of Characteristics, Thames and Hudson, London, 1966.
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Библиографическая ссылка Isaacsson, E., J. J.Stoker, A.Troesch, Numerical solution of flow problems in rivers, J. Hydraul. Div., Amer. Soc. Civil Eng., 84HY 5, , 1958.
Библиографическая ссылка Lin, P. N., Numerical analysis of continuous unsteady flow in open channels, Trans. Amer. Geophys. Union, 332, 226–234, 1952.
Библиографическая ссылка Massau, J., Memoire sur l'integration graphique des equations aux derives partielles, Ann. Ass. Ingenieurs Sortis Ecoles Spec. Gand, Ghent, Belgium, 23, 95, 1900.
Библиографическая ссылка Thomas, H. A., The hydraulics of flood movements in rivers, Eng. Bull., Carnegie Institute of Technology, Pittsburgh, Pennsylvania, 1937.
Библиографическая ссылка Uchida, A., On the analysis of flood waves in a reservoir by the method of characteristics, Proc.2nd Jap. Nat. Congr. Appl. Mech., 1952.

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