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<br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I. <br />I <br /> <br />A POTENTIAL CONTRlBUTION TO THE UNDERST ANPING OF REA VY <br />PRECIPITATION PRODUCING THUNDERSTORMS <br /> <br />John F. Henz <br />Henz Meteorological Services <br />2480 W. 26th Avenue, Suite 31 OB <br />Denver. Colorado 80211 <br /> <br />1. INTRODUCTION <br /> <br />A lrigJ'ir.."nt problem facing operational meteor. <br />ologists on the localleve1 is the refinement of <br />tegional quantitative precipitation forecasts (QPF ) <br />into a local product. This problem is especially <br />trouble!lome when thUlldetstolIllS are the source of <br />the precipitation over small urban or stream basins pf <br />less than 2,5QO'squaIl'mi1es. ",,':' <br /> <br />.. ';: .~-' - '--, <br />The problem is frequentlycompounde4 in urban areas <br />by the rapid nmotr response of highly impervious <br />areas to high intensity rainfall associated with <br />thunderstolIllS. In these areas a premium is placed on <br />the ability of the operational meteorologist ,to identifY <br />a potential t1ash flood situation as soon as it is <br />possible. In these situations even the ,."h"n~ heavy <br />p=ipitation detection ~d display q>pabilities ",fthe <br />WSR-88D may be \00 $jow toallowJeSPOnse rather <br />than reaction by local officials,to at1ash flood <br />situation. <br /> <br />Considerable research effort was d4-ected at , <br />researching the meso-synoptic structure of the <br />atmosphere associated with t1ash flooding events <br />after the tragic Big Thompson, Colorado t1ash flood <br />ofJuly31 ~dAugust 1,IQ76.Maddox,et 19xx ~d <br />Chappell, et al, '19xx provided numerous pattern <br />recognition techniques, composite soundings and ' <br />kinematic forecast techniques to assist the operational <br />meteorologist in identifying the presense of the t1ash <br />flooding threat. These techniques have provided <br />invaluable cperational insights into the successful <br />predictionoft1ashflooding potential across most of <br />the country. ." <br /> <br />.., . <br /> <br />Another operaticnal step which must be addressed <br />once the t1ash floodpotenwiI has been detected is the <br />quantification, of the heavy precipitation forecast. . <br />Simply stated: How much rain can be produced by <br />a thundentorm or tbundentorm complex over a <br />given period of time? While the pattern recognition <br />techniques reported have provided insight into <br />predicting the potential heavy rain situation ~dother <br />key insight relates to the amount cf rainfall that can <br />be expected. <br /> <br />A step in answering this petplexing question in the <br />quantitlication prediction can be 8CC01IIp1ished <br />through the analysis of implied therma1 <br />cbanlcteristics of the predicted thunderstorm updraft <br />on Skew.T, Log P diagrams. 11ll: reaminder of this <br />paper will share the autho!'s experience with ibe, ,,' <br />technique and discuss some of its applications and <br />possible physical interpretations. <br /> <br />.. <br />2.0 Updraft Analyses - Skew T, Log P <br /> <br />The Flash Flood Prediction Program (F2P2) , . <br />sponsored by the, Urban Drainage, &. Flood Control <br />District of Denver, Colorado ( uDFCD ) has afforded <br />the author an opportunity to prod""" daily t1ash ,flood <br />potential predictions since I ~.79 for the period from <br />IS April to 15 September for a 1600 square mile area <br />lI\II!OWlding the Denver, Colorado metropolitan area. <br />An integral partofthe daily analyses program is <br />directed at the kinematic analysis of the vertical " <br />structure of the almosph";' as 'it is :depict,ed on a. ' <br />Skew T, Log P diagram through the use of both .. <br />forecast and observed atmospheric soundings,.. <br /> <br />The daily sounding analysis lll1Iline is rather detai1ed <br />and is conducted on a standard Skew T, Log P <br />diagram which has been modified by, Benz <br />Meterological Services (HMS) for use in the QPF <br />process. The modified diagram is presented in Figure <br />I, Note the following differences in the modified <br />fOllll: <br /> <br />. A schematic presentation of the vertical profile <br />of the Rocky Mountains ~ Denver, Colorado <br />on the lower left hand comer of the diagram: -','~' <br /> <br />. A precipitable water, index calculation table <br />which uses mixing ratio values and a formula to <br />calculate the surface to 500mb p=iptiable <br />water index. <br /> <br />. A stability data table which is used to record the <br />temperature (T) and dew point (Td) of the <br />surface lifted parcel, the average temperature <br />deviation of a surface lifted parcel (Del T), the <br />updraft depth (De1Z) and the depth of the <br />updraft's warm layer. <br />