| Автор | Dawdy, D. R. |
| Автор | Kubik, H. E. |
| Автор | Close, Edward R. |
| Дата выпуска | 1970 |
| dc.description | The value of streamflow data for project design is related to benefits forgone because of insufficient streamflow data. Stochastic simulation of a long‐term hypothetical record for a sample station is used to determine a reservoir design based on full (hypothetical) information. Shorter segments of the long‐term trace are then used for design under the same criteria in order to compute benefits forgone as a result of lack of full information. For the station used in this study, a low mean flow, high variability station, the marginal value of streamflow data approaches the marginal cost at some time beyond the length of 100 years. The manner in which the value of streamflow data for project design can be evaluated is illustrated. |
| Формат | application.pdf |
| Копирайт | Copyright 1970 by the American Geophysical Union. |
| Название | Value of Streamflow Data for Project Design—A Pilot Study |
| Тип | article |
| DOI | 10.1029/WR006i004p01045 |
| Electronic ISSN | 1944-7973 |
| Print ISSN | 0043-1397 |
| Журнал | Water Resources Research |
| Том | 6 |
| Первая страница | 1045 |
| Последняя страница | 1050 |
| Выпуск | 4 |
| Библиографическая ссылка | , Inter‐Agency Committee on Water Resources,Proposed practices for economic analysis of river basin projects,Government Printing Office,Washington, D. C.,May1958. |
| Библиографическая ссылка | Moss, Marshall E., Optimum operating procedure for a river gaging station established to provide data for design of a water‐supply project, Water Resour. Res., 64, 1970. |
| Библиографическая ссылка | , U. S. Army Corps of Engineers, Sacramento District,Estimating long‐term storage requirements and firm yield of rivers, Tech. Bull., 9,October1963. |
| Библиографическая ссылка | , U. S. Army Corps of Engineers, Hydrologic Engineering Center, Reservoir yieldComput. Program 23‐J2‐L245August, 1966a. |
| Библиографическая ссылка | , U. S. Army Corps of Engineers, Hydrologic Engineering Center, Monthly streamflow analysisComput. Program 24‐J2‐L242September, 1966b. |
| Библиографическая ссылка | , U. S. Army Corps of Engineers, Hydrologic Engineering Center, Monthly streamflow synthesisComput. Program 23‐J2‐L243September, 1966c. |
| Библиографическая ссылка | Wilkinson, John M., Basic design data, Delaware River basin, Harvard Water Program, Harvard University, Cambridge, 1964. |
