<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 />]
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