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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 />Input requirements for the orographic precipitation model are (1) an actual or predicted <br />profile of temperature, humidity, and winds aloft entered in 50-mb (millibar) intervals, (2) a <br />set of topographic grids (obtained for every 10-degree azimuth relative to true north) with a <br />grid interval of 10 km or less, and (3) the "period of representativeness" of the input sounding <br />(usually set as the time interval between input soundings, observed or predicted). For this <br />study, a 5-km horizontal topographic grid interval and a 12-h period of representativeness <br />werE~ used. <br /> <br />Fast running time and usage of upper-air soundings routinely available every 12 h as input <br />data were key considerations in constructing this operationally-oriented computational <br />method. Therefore, no mesoscale modeling of the flow field over complex terrain was <br />attempted. Rather, the air was assumed to flow along gridlines, with the topographic grid <br />x-axis aligned with the 700-mb wind direction and with the x-component wind speeds for each <br />50-mb layer computed accordingly. Thus, a topographic grid of different orientation may be <br />needed for each model run that uses a different input upper-air sounding, depending upon <br />the amount of change in the 700-mb wind direction. <br /> <br />A key feature of the orographic precipitation model is its simulation of upstream barrier <br />"precipitation-shadowing" effects. Some model features, such as precipitation efficiency, can <br />be varied if desirable, when adapting the model for use in an area. A weakness of the model <br />is that although precipitation quantities in mountainous areas are obviously highly controlled <br />by topographic features, non orographic influences, which are not modeled, are also important. <br /> <br />The orographic precipitation model keeps track of the condensate or evaporation caused by <br />forced vertical displacements as the air flows over the underlying topography. (Condensate <br />is the product of condensation, which in meteorology is the physical process by which water <br />vapor becomes liquid; evaporation is the opposite of condensation.) For rising air at a given <br />grid point, part of the condensate precipitates. The rest moves downstream to the next grid <br />point, where a fraction (precipitation efficiency) of it and the condensate generated by <br />additional orographic lift precipitates. For sinking motion, part or all of the parcel cloud <br />water evaporates. Precipitation falling into a layer from above partially (or totally) <br />evaporates when encountering subsaturated conditions. Eventually, precipitation generated <br />in each layer reaches the ground, provided it does not totally evaporate. <br /> <br />Orographic precipitation model computations are made at the pressure mid-points of 50-mb- <br />thick layers, up to as high as the 450-mb level, depending on where the top of the moisture <br />is found. The model's "moisture top" is defined as the highest level with at least 65 pct <br />relative humidity which is not undercut by any lower layer(s) of less than 50-pct relative <br />humidity. Over a given grid interval, computations are made for the highest layer first and <br />proceed downward. When computations are completed for all layers over that grid interval, <br />a step forward (downwind) along the grid line is made by incrementing location indices. <br />Thus, computations proceed one grid line at a time. A printout of precipitation for each grid <br />point gives the resulting map of amounts. Specific measurement site amounts and area <br />averages for desiIied watersheds can also be calculated. <br /> <br />2.2 Hydrologic Model Description <br /> <br />The HED71 rainfall-runoff simulation hydrologic model briefly described in this section has <br />been a key tool for flood forecasting in northern California for over two decades. A more <br />. complete description of this hydrologic model is contained in the Program Manual prepared <br /> <br />2 <br />
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