| contributor author | James B. Balocki | |
| contributor author | Stephen J. Burges | |
| date accessioned | 2017-05-08T21:07:04Z | |
| date available | 2017-05-08T21:07:04Z | |
| date copyright | November 1994 | |
| date issued | 1994 | |
| identifier other | %28asce%290733-9496%281994%29120%3A6%28794%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/39310 | |
| description abstract | Design floods of specified frequency are used to consider relevant hydrologic and economic factors in the evaluation of operation, or changes in operation, of flood‐damage mitigation facilities. The design flood hydrograph is constructed using flood volumes, often extrapolated beyond observed records, from flood‐volume‐duration‐frequency curves. We examined the foundation of this approach using flood flow data from seven Pacific Northwest river catchments. Nested occurrence of large‐return‐period flood volumes (i.e., 1‐day and | |
| publisher | American Society of Civil Engineers | |
| title | Relationships between n‐Day Flood Volumes for Infrequent Large Floods | |
| type | Journal Paper | |
| journal volume | 120 | |
| journal issue | 6 | |
| journal title | Journal of Water Resources Planning and Management | |
| identifier doi | 10.1061/(ASCE)0733-9496(1994)120:6(794) | |
| tree | Journal of Water Resources Planning and Management:;1994:;Volume ( 120 ):;issue: 006 | |
| contenttype | Fulltext | |