Logistics and Benefits of Using Mathematical Models of by A.J. Askew, F. Greco and J. Kindler (Eds.)
By A.J. Askew, F. Greco and J. Kindler (Eds.)
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Extra info for Logistics and Benefits of Using Mathematical Models of Hydrologic and Water Resource Systems. Selected Papers with Summary of Discussions from the International Symposium on Logistics and Benefits of Using Mathematical Models of Hydrologic and Water Resou
Filling in missing rainfalls using correlations with adjacent stations, interpolating to produce regular time period data); organizing the incoming data into suitable files for use by the remainder of AFFS; converting stage heights to discharge where required; and providing a hard copy record of all incoming data. Working Data File—BASFILE—contains all the real-time working data required for operational use. The type of data collected and the time interval will depend upon which of the various phases is in operation.
In a case where one criterion is improving and another deteriorating, the ultimate estimation should be performed together with an analysis of the whole forecast response process and its overall efficiency. , T. Piwecki, and J. Zelazinski (1974) The mathematical simulation model for the Soîa River flow forecasting. Journal of Meteorology and Water Management 2(3) . , T. Piwecki, and J. Zelazinski (1975) The mathematical simulation model for the SoZa and Dunajec Rivers real-time flow forecasting.
1974, 1975, 1976, and 1977). 43 Zywiec Kowaniec Kroscienko Sola Dunajec Dunajec 1 ,589 680 780 (km2) 420-2,500 580-2,500 340-1,500 Altitude range (m above sea level) 3- 6 4-12 1 1 2 14 17 11 4- 8 Water level Rain gage Travel time during flood conditions (h) NOTES: Input: the rainfall amount and the river flow values in the catchment area recorded on the gages every three hours for the past 24 hours; recorded air temperature, wind speed, air humidity deficit, and total radiation for the past 24 hours; quantitative precipitation forecast (QPF) and four other meteorological variables forecasted hourly values of the river flow and runoff volumes for the coming for the coming 48 hours.