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Last modified
7/28/2009 2:40:34 PM
Creation date
4/24/2008 2:52:45 PM
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Template:
Weather Modification
Title
Quantitative Precipitation Forecasting for Improving Reservoir Operations
Date
4/1/1995
Weather Modification - Doc Type
Report
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<br />CONTENTS <br /> <br />Page <br /> <br />1. Introduction.............................................................. 1 <br /> <br />2. Combining orographic precipitation and runoff models for improving reservoir operations ... 1 <br />2.1 Orographic precipitation model description . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1 <br />2.2 Hydrologic model description ............................................. 2 <br />2.3 Study area and topography . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4 <br />2.4 Data used in study . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4 <br />2.4.1 Precipitation data ................................................ 5 <br />2.4.2 Rawinsonde data ................................................. 6 <br />2.4.3 Other data . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. 12 <br />2.5 Data analysis methods ................................................. 12 <br />2.6 Statistical results ..................................................... 14 <br />2.6.1 Precipitation ................................................... 14 <br />2.6.2 Simulated inflow to Folsom Reservoir. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 14 <br />2.7 Prognostic gridded field data. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 17 <br />2.7.1 Past method of using the orographic precipitation model .................. 18 <br />2.7.2 Present method of using the orographic precipitation model . . . . . . . . . . . . . . .. 19 <br />2.8 Status of QPFs and numerical models. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. 19 <br />2.8.1 Rhea orographic precipitation model ................................. 19 <br />2.8.2 Future NWS hydrologic forecasting support . . . . . . . . . . . . . . . . . . . . . . . . . . . . 20 <br />2.8.3 Future mesoscale numerical models . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 22 <br /> <br />.3. Assessment of how meteorological applied research might improve Reclamation's <br />water operations ...................................................... 23 <br />3.1 Questionnaire on meteorological support. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 23 <br />3.2 Potential for collaboration on meteorological applied research . . . . . . . . . . . . . . . . . . . . 25 <br /> <br />4. Bibliography ............................................................ 28 <br /> <br />Appendix Questionnaire about how meteorological support might improve <br />Reclamation's water operations ........................................ 29 <br /> <br />TABLES <br /> <br />Table <br /> <br />1 Selected SCPP storm periods with heavy precipitation. . . . . . . . . . . . . . . . . . . . . . . . . . . 7 <br />2 Selected precipitation gauge sites. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 8 <br />3 Comparison of 12-h precipitation accumulations from collocated gauges in <br />the American River Basin ................................................. 8 <br />4 Comparison of Oakland and Sheridan rawinsonde data .. . . . . . . . . . . . . . . . . . . . . . .. 11 <br />5 Model and observed 12-h precipitation averages for a group of 22 precipitation <br />gauge sites in the American River Basin .................................... 14 <br />6 Individual rankings of questions included in questionnaire on <br />meteorological support . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 24 <br />7 Summary of mean rating responses to questionnaire ........................... 24 <br /> <br />v <br />
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