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<br />C) <br />'::.) <br />~ <br />....) <br />l""" <br />QO <br /> <br />xii <br /> <br />TABLE OF CONTENTS (Continued) <br /> <br />CHAPTER 2 THE HYDROLOGIC MODEL <br /> <br />2.1 Introduction <br /> <br />2.2 Hydrologic Simulation <br /> <br />2.2.1 Preliminary Data Analysis <br /> <br />2.2.2 Synthetic Streamflow Models <br /> <br />2.2.3 Development of a Lag-One, Multisite Streamflow <br />Model <br /> <br />2.2.3.1 <br />2.2.3.2 <br />2.2.3.3 <br /> <br />2.2.3.4 <br />2.2.3.5 <br /> <br />Removal of the Monthly Mean <br />Removal of Lag-One Autocorrelation <br />Removal of Cross-Correlation between <br />Tributaries <br />Treatment of Random Component <br />Flow Generation P!'ocedure <br /> <br />2.3 Application of Streamflow Synthes1.s to the Colorado <br />River Basin <br /> <br />2.3.1 Introduction <br /> <br />2.3.2 Choice of a Model <br /> <br />2.3.2.1 Hydrologic Model Requirements and <br />Constraints <br />2.3.2.2 Hydrologic Model Elements <br /> <br />2.3.3 Preliminary Data Analysis <br /> <br />2.3.3.1 <br />2.3.3.2 <br /> <br />Cycles <br />Trends <br /> <br />2.3.4 The Synthetic Streamflow Generation Model <br /> <br />2.3.4.1 <br />2.3.4.2 <br />2.3.4.3 <br />2.3.4.4 <br />2.3.4.5 <br /> <br />Removal of the Monthly Mean <br />Removal of Serial Correlation <br />Removal of Cross-Correlation <br />Treatment of the Random Component of Flow <br />Synthetic Streamflow Generation Procedure <br /> <br />~a~ <br /> <br />27 <br /> <br />27 <br />28 <br /> <br />29 <br /> <br />30 <br /> <br />31 <br /> <br />33 <br />33 <br /> <br />34 <br />36 <br />37 <br /> <br />38 <br /> <br />38 <br /> <br />40 <br /> <br />41 <br />45 <br /> <br />47 <br /> <br />47 <br />48 <br /> <br />50 <br /> <br />51 <br />54 <br />60 <br />63 <br />65 <br />