| 来源类型 | Monograph (IIASA Research Report) |
| 规范类型 | 报告 |
| Transient Flow Routing in Channel Networks. | |
| Wood EF; Harley BM; Perkins FG | |
| 发表日期 | 1975 |
| 出版者 | IIASA, Laxenburg, Austria: RR-75-001 |
| 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 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 (twenty-four nodes and twenty-six reaches), the Cork Harbour, Ireland, estuary (thirteen-reach, double-looped network), and the Rio Bayamon basin, Puerto Rico. Results are very satisfactory when compared to known data. |
| 主题 | Resources and Environment Area (REN) |
| URL | http://pure.iiasa.ac.at/id/eprint/255/ |
| 来源智库 | International Institute for Applied Systems Analysis (Austria) |
| 资源类型 | 智库出版物 |
| 条目标识符 | http://119.78.100.153/handle/2XGU8XDN/121025 |
| 推荐引用方式 GB/T 7714 | Wood EF,Harley BM,Perkins FG. Transient Flow Routing in Channel Networks.. 1975. |
| 条目包含的文件 | ||||||
| 文件名称/大小 | 资源类型 | 版本类型 | 开放类型 | 使用许可 | ||
| RR-75-001.pdf（653KB） | 智库出版物 | 限制开放 | CC BY-NC-SA | 浏览 | ||
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