| 来源类型 | Article |
| 规范类型 | 其他 |
| DOI | 10.1029/WR011i003p00423 |
| Transient flow routing in channel networks. | |
| Wood EF; Harley BM; Perkins FE | |
| 发表日期 | 1975 |
| 出处 | Water Resources Research 11 (3): 423-430 |
| 出版年 | 1975 |
| 语种 | 英语 |
| 摘要 | The formulation of a mathematical model to predict transient flows in hydraulic networks is presented. The network formulation consists of breaking the network up into a series of connected reaches; reducing the finite difference equations for each reach into two ‘reach’ equations; forming an exterior matrix consisting of the reach equations, external boundary conditions, and interior compatibility conditions; solving the external matrix for the end values of discharge and water surface elevation for all reaches; and back-substituting for all interior values. Examples presented include the James River, USA, estuary model (24 nodes and 26 reaches), the Cork Harbor, Ireland, estuary (13-reach double-looped network), and the Rio Bayamon basin, Puerto Rico. Results are very satisfactory when they are compared to known data. |
| 主题 | Water (WAT) |
| URL | http://pure.iiasa.ac.at/id/eprint/14020/ |
| 来源智库 | International Institute for Applied Systems Analysis (Austria) |
| 引用统计 | |
| 资源类型 | 智库出版物 |
| 条目标识符 | http://119.78.100.153/handle/2XGU8XDN/126569 |
| 推荐引用方式 GB/T 7714 | Wood EF,Harley BM,Perkins FE. Transient flow routing in channel networks.. 1975. |
| 条目包含的文件 | 条目无相关文件。 | |||||
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