| contributor author | Gregory R. Perry | |
| contributor author | Kevin L. Shafer | |
| date accessioned | 2017-05-08T20:40:44Z | |
| date available | 2017-05-08T20:40:44Z | |
| date copyright | October 1990 | |
| date issued | 1990 | |
| identifier other | %28asce%290733-9429%281990%29116%3A10%281215%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/23244 | |
| description abstract | A frequency‐related design storm with spatial and temporal variation is derived from basic statistical properties. The writers discuss the advantages of solution provided by the proposed design storm and the limitations of the current standard design storm, outline an implementation of the proposed design storm, and report on a comparison study of the current standard versus proposed design storm. The comparison study is performed using the U.S. Army Corps of Engineers' HEC‐2 Water Surface Profiles computer program and the U.S. Army Corps of Engineers, Fort Worth District, NUDALLAS Flood Hydrograph Generation Package modified by the writers to support the proposed design storm. The comparison study provides examples of information, which can be developed using the proposed design storm. | |
| publisher | American Society of Civil Engineers | |
| title | Frequency‐Related Temporally and Spatially Varied Rainfall | |
| type | Journal Paper | |
| journal volume | 116 | |
| journal issue | 10 | |
| journal title | Journal of Hydraulic Engineering | |
| identifier doi | 10.1061/(ASCE)0733-9429(1990)116:10(1215) | |
| tree | Journal of Hydraulic Engineering:;1990:;Volume ( 116 ):;issue: 010 | |
| contenttype | Fulltext | |
