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<br />- <br /> <br />f <br />1- <br />if <br />f <br />f <br />f, <br />; <br />; <br />; <br />f <br />; <br />; <br />f <br />; <br />; <br />f <br />f <br />.. <br />.. <br /> <br /> <br />Rainfall IJI!llbs <br />~j:~~f~~}~f~jtf~i~~r~ri~~'l <br /> <br />iltf!f!r~ <br />!I~!lf General <br />MA~#;m1~ <br /> <br />11:11 Rainfall excess is that portion of the total rainfall depth that drains directly from the <br />land surface by overland flow. Bya mass balance, rainfall excess plus rainfall loss <br />equals precipitation. When performing a flood analysis using a rainfall-runoff <br />model, the determination of rainfall excess is of utmost importance. Rainfall excess <br />integrated over the entire watershed results in runoff volume, and the temporal <br />distribution of the rainfall excess will, along with the hydraulics of runoff, deter- <br />mine the peak discharge. Therefore, the estimation of the magnitude and time <br />distribution of rainfall losses should be performed with the best practical technol- <br />ogy, considering the objective of the analysis, economics of the project, and conse- <br />quences of inaccurate estimates. <br /> <br />Rainfall losses are generally considered to be the result of evaporation of water from <br />the land surface, interception of rainfall by vegetal cover, depression storage on the <br />land surface (paved or unpaved), and infiltration of water into the soil matrix. A <br />schematic representation of rainfall losses for a uniform intensity rainfall is shown <br />in Figure 4.1. As shown in the figure, evaporation can start at an initially high rate <br />depending on the land surface temperature, but the rate decreases very rapidly and <br />would eventually reach a low, steady-state rate. From a practical standpoint, the <br />magnitude of rainfall loss that can be realized from evaporation during a storm of <br />sufficient magnitude to cause flood runoff is negligible. <br /> <br />Interception, also illustrated in Figure 4.1, varies depending upon the type of <br />vegetation, maturity, and extent of canopy cover. Experimental data on intercep- <br />tion have been collected by numerous investigators (Linsley and others, 1982), but <br />little is known of the interception values for most hydrologic problems. Estimates <br />of interception for various vegetation types (Linsley and others, 1982) are: <br /> <br />........--.......,.,..,..,.'. <br />........-.-..,...."..,..,.... <br /> <br />,,:,,:<:;..:.;::.,.;.;':-:;':-:;~-:-::K":.:..;.:.::.:.:~::-::.:-::. <br /> <br />.:-:-:-:<.;"".~: :-:-,.:::, ~;.;..:.;.:.:{.:,: :-, <br /> <br />,....__m..."_,,, <br />........-..-..w....-... <br /> <br />_.;.,;,:,;,,':-;,,:-:,;':-;>:':.;.:;':';M-:-:-"":':';;';':',::;,:,:-:,,;,:,;:,;,:':-:"';:',:';:;'.'M-:,',;;, <br /> <br />.....-.,..,.,..,..-...-'-.,'..... <br />...w.....__..............,' <br /> <br />37 <br />