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<br />1468 <br /> <br />JOURNAL OF APPLIED METEOROLOGY <br /> <br />VOLUME 20 <br /> <br />On the Sampling Variance of Raingage Networks <br /> <br />BERNARD A. SILVERMAN AND LINDA KOSHIO ROGERS <br /> <br />Division of Atmospheric Resources Research, Bureau of Reclamation, Denver, CO 80225 <br /> <br />DAVID DAHL <br /> <br />Los Alamos Scientific Laboratory, Los Alamos, NM 87545 <br /> <br />(Manuscript received 15 April 1980, in final form 24 June 1981) <br /> <br />ABSTRACT <br /> <br />A study has been conducted which examines the sampling variance of raingage networks, the most <br />commonly used precipitation estimating system, The study is b(lsed on the use of computer-simulated <br />isohyetal patterns of known characteristics (absolute ground truth) which were calibrated against measured <br />isohyetal patterns from convective storms that are reported in the literature, The sampling variance of <br />raingage networks is quantitatively related to both the raingage density and the characteristics of the <br />isohyetal pattern, It was found that the sampling variance or coefficient of variation is inversely proportional <br />to the number of gages per surface raincell and directly proportional to the gradient of rainfall. <br />These results have been used to assess the relative contribution of the sampling variance of raingage <br />networks and the natural variability of rainfall to the estimated experimental unit sample size requirements <br />for evaluating precipitation augmentation experiments, The convective storm rainfall data for the Miles <br />City, Montana, area, gathered as part of the Bureau of Reclamation's HIPLEX (High Plains Cooperative <br />Program), formed the basis of this analysis, For these rainfall characteristics, it was found that sampling <br />variance is responsible for no more than 10% of the total sample size requirement with a gage density of <br />at least an average of four gages per storm (gage density on the order of 80 km2 per gage), The contribution <br />of network sampling variance to the sample size requirement becomes significant for gage densities less <br />than one gage per storm or for significantly lower natural rainfall variabilities, <br /> <br />1. Introduction <br /> <br />The statistical characteristics of rainfall are im- <br />portant considerations in many climatological, agri- <br />cultural, hydrological and weather modification ap- <br />plications. Of the various statistical properties, the <br />variability of rainfall is, perhaps, the most important, <br />especially in the evaluation of precipitation augmen- <br />tation experiments in which rainfall is the primary <br />response variable. Estimates of the natural variabil- <br />ity of rainfall, however, are compounded by variance <br />components that are introduced by the method of <br />measurement, namely those due to sampling and <br />measurement errors. It is the purpose of this paper <br />to examine the sampling variance of raingage net- <br />works, the most commonly used precipitation mea- <br />surement system, and quantitatively relate this vari- <br />ance to both the density of raingages and the <br />characteristics of the isohyetal pattern. <br />The variance due to sampling results from the <br />necessity of estimating areal rainfall values from <br />point measurements of a storm footprint that con- <br />tains spatial gradients. This is especially true for con- <br />vective storms which are of primary interest in this <br />study. The estimation procedure is usually based on <br /> <br />the assumption that a point measurement by a pre- <br />cipitation gage is representative of the area that sur- <br />rounds it. Thus, depending on just how the storm <br />passes over the gage network, the precipitation is <br />usually either under or overestimated. <br />A number of investigators (e.g., Light, 19471; Lin- <br />sley and Kohler, 1951; McGuinness, 1963; Huff, <br />1970; Woodley et al., 1975; Eddy, 1976) have tried <br />to obtain estimates of the average sampling error in <br />determining areal mean rainfall from precipitation <br />gage measurements. The usual procedure is to rep- <br />resent the sampling error as the difference between <br />the best estimate of the true mean obtained from the <br />maximum density of gages and sample means cal- <br />culated from successively reduced gage densities. <br />Sampling errors calculated in this way are at best <br />relative errors since the true mean is not known ip <br />an absolute sense. The approach used herein differs <br />from those of previous studies in that the isohyetal <br />patterns of interest are not initially derived from <br /> <br />I Light, p" 1947: Hydrologic aspects of thunderstorm rainfall. <br />Hydrometeor, Rep, No.5, U,S, Weather Bureau-Corps of En- <br />gineers, 260-268, <br />