| Автор | Young, G. K. |
| Дата выпуска | 1971 |
| dc.description | An iterative process that is used to solve flow dynamics is studied; a highway culvert and embankment system serves as an example. Time step criteria governing convergence of the iterative process is analyzed. The Lipschitz ratio is applied to calculate the controlling algebraic time step relationship. The time step for convergence is shown to vary with current inflow and antecedent storage. Parameters of the iterative process are calculated for the example by assuming nonlinear functional forms for stage storage and discharge storage relationships and by inferring the appropriate coefficients. Numerical results are presented for several extreme cases that bracket orifice and weir flow conditions. The approach should be applicable to other hydrologic systems such as small dams, catch basin flow, and retarding basins. As for the route or convolute question, which concerns the direct conversion of rainfall excess to watershed outflow, this analysis aids in the selection of a time increment for direct routing. |
| Формат | application.pdf |
| Копирайт | Copyright 1971 by the American Geophysical Union. |
| Название | Convergence Criteria for Iterative Hydrologic Routing Models |
| Тип | article |
| DOI | 10.1029/WR007i003p00536 |
| Electronic ISSN | 1944-7973 |
| Print ISSN | 0043-1397 |
| Журнал | Water Resources Research |
| Том | 7 |
| Первая страница | 536 |
| Последняя страница | 542 |
| Выпуск | 3 |
| Библиографическая ссылка | Bossy, H. G., Hydraulics of conventional highway culverts10th National Conference, Hydraulics DivisionAmerican Society of Civil EngineersAugust, 1961. |
| Библиографическая ссылка | Henrici, P., Elements of Numerical Analysis, 328, John Wiley, New York, 1964. |
| Библиографическая ссылка | Overton, D. E., Route or convolute?, Water Resour. Res., 61, 43–52, 1970. |
| Библиографическая ссылка | Posey, C. J., I. T.Fu, Functional design of flood control reservoirs, Trans. Amer. Soc. Civil Eng. Pap., 2093, 1638–1674, 1940. |
