| contributor author | V. P. Singh | |
| contributor author | J. Z. Li | |
| contributor author | G.-T. Wang | |
| date accessioned | 2017-05-08T21:23:07Z | |
| date available | 2017-05-08T21:23:07Z | |
| date copyright | January 1998 | |
| date issued | 1998 | |
| identifier other | %28asce%291084-0699%281998%293%3A1%2820%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/49394 | |
| description abstract | Approximate formulas for attenuation of peak depth and discharge during flood wave propagation are derived from an approximate solution of the Saint Venant equations corresponding to flood peak. When limited data are available, these formulas can be used to perform a quick forecast of flood peak stage and discharge at the downstream section of a river. The formulas were verified by forecasting flood peak in three river reaches; and their accuracy was satisfactory. | |
| publisher | American Society of Civil Engineers | |
| title | Flood Peak Attenuation and Forecast | |
| type | Journal Paper | |
| journal volume | 3 | |
| journal issue | 1 | |
| journal title | Journal of Hydrologic Engineering | |
| identifier doi | 10.1061/(ASCE)1084-0699(1998)3:1(20) | |
| tree | Journal of Hydrologic Engineering:;1998:;Volume ( 003 ):;issue: 001 | |
| contenttype | Fulltext | |
