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<br />1470 <br /> <br />JOURNAL OF APPLIED METEOROLOGY <br /> <br />VOLUME 20 <br /> <br />curacy of point rainfall measurements by comparing <br />the measurements of collocated gages and found that <br />the percentage uncertainty (maximum rain differ- <br />ence divided by maximum point rainfall) is - 5% for <br />maximum rainfalls near 25.4 mm, increasing to 12% <br />for maximum rainfalls of 2.54 mm. He felt that this <br />uncertainty was random variability probably due to <br />subtle differences in gage exposure. Huff (1955) <br />compared the measurements of gages 6 ft ( -1.8 m) <br />apart and found a relative variability (average dif- <br />ference divided by areal mean rainfall) of 4% for <br />mean rainfalls of 0.25-5 mm, decreasing to 1% for <br />rainfalls> 12.70 mm. Since great care was devoted <br />to gage exposure, gage maintenance, and observation <br />techniques, Huff concluded that these differences <br />were the minimum to be expected in shower-type <br />rainfall. Both Woodley et al. (1975) and Huff ( 1955) <br />found that the variability tends to decrease with in- <br />creasing rainfall. <br />In view of the potential magnitude of measure- <br />ment-related errors, it is difficult to conceive of an <br />approach to estimate the magnitude of local, storm- <br />related random variability and to estimate its con- <br />tribution to the sampling variance of raingage net- <br />works. The larger the local random variability is, the <br />dense,r the gage network needs to be to achieve a <br />desired level of accuracy in estimating total rain vol- <br />ume. According to the framework of this paper, we <br />can consider that the local variability is caused by <br />perturbations of a scale much smaller than that of <br />a raincell and that they are randomly superimposed <br />on the storm and raincell isohyets. For the purposes <br />of this paper, we assume that these small-scale per- <br />turbations do not represent meaningful components <br />of the total rainfall of raincells, and basing the anal- <br />ysis on raincells is valid. Since there is only limited, <br />indirect evidence to support this assumption, the im- <br />portance of local random variability is still an open <br />question which must be left to future additional work <br />to resolve. <br /> <br />3. Procedure <br /> <br />Area-depth and isohyet-area formulas relate the <br />average precipitation depth inside an isohyet, or the <br />value of the isohyet itself, to the area within (or dis- <br />tance to) the isohyet. They are usually obtained <br />graphically from isohyetal maps. A number of area- <br />depth formulas have been proposed (e.g., Court, <br />1961; Huff, 1968a; Fogel and Duckstein, 1969) <br />which are based on various powers of storm area, its <br />logarithm or its exponential, with each implicitly <br />having a unique precipitation gradient. The isohyet- <br />distance formula used in this work to model raincells <br />is different from previously proposed formulas in that <br />it is not based on any particular set of data. The <br />approach in this paper is more general in that more <br />degrees of freedom are permitted to independently <br /> <br />express the various characteristics of a surface rain- <br />cell, namely shape, area, location of precipitation <br />maximum and, in particular, precipitation gradient. <br />A model isohyetal pattern for a convective raincell <br />is shown in Fig. 2. The spatial distribution of pre- <br />cipitation for such patterns is given by , <br /> <br />P(x) = PM[0.5 + 0.5 cos(1l'rx/ro)]G, (1) <br /> <br />where P(x) is the precipitation amount at point x; <br />PM is the maximum precipitation amount at point <br />M (not necessarily at the geometrical center of the <br />pattern); 'x is the distance from point M to point x; <br />ro is the distance from M to point 0 (on the zero <br />isopleth) through point x; and G is the spatial gra- <br />dient index. The location of M is externally defined <br />by the parameters X Offset and Y Offset, the co- <br />ordinate offset distances as proportions of the <br />semiminor and semimajor axes, respectively. The <br />shape of the pattern is determined by the parameter <br />E (labeled ellipse in Fig. 2), the ratio of major to <br />minor axes of the elliptical pattern. To facilitate gen- <br />erality of the results, the major axis of the isohyetal <br />pattern is arbitrarily scaled to always be 16 km (10 <br />mi) long. <br />Fig. 3 shows the relationship between G and Aso, <br />the percentage of raincell area containing 50% of the <br />total precipitation volume (labeled half area in Fig. <br />2). It can be seen that Aso is a nonlinear function of <br />G. A value of G equal to 0.6 (Aso = 25) corresponds <br />to an approximately linear spatial gradient of pre- <br />cipitation. Both parameters are carried throughout <br />the paper because Aso is an easily derived value from <br />isohyetal maps and, by use of Fig. 3 can be converted <br />to G which, as we shall show later, is related to the <br />sampling variance of raingage networks. <br />A cursory check was made on the suitability of <br />simulating convective raincells by Eq. (1), which for <br />the purposes of the following comparison is referred <br />to as modell, by fitting an exemplary Montana rain- <br />cell by a nonlinear least-squares-regression method <br />and comparing the model-derived rainfall volume <br />with that calculated from the point raingage data <br />using the polygon method of Thiessen (1911). The <br />same procedure was followed for other proposed iso- <br />hyet models based on logarithmic and exponential <br />functions of area, i.e., model 2: P(x) = Pm exp( -kAn) <br />and model 3: P(x) = Pm(1 - kAn). The results of <br />this comparison are shown in Table I. It can be seen <br />from Table 1 that, for the case shown, both models <br />I and 2 are reasonable approximations of the ob- <br />served rainfall pattern, with model 2 being slightly <br />better. In other rainfall patterns examined, model 1 <br />fit the data best. Therefore, we shall proceed with <br />the analysis of sampling variance using model 1 but <br />it should be recognized that apy model that reason- <br />ably fits the data could be used for this analysis, and <br />the results (discussed in Section 7) with respect to <br /> <br />'I <br />] <br />