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<br />I. Introduction <br /> <br />Evaluation of winter orographic wE~ather modification programs <br />often requires accurate measurements of small amounts of <br />precipitation. Most winter storms in the Rocky Mountain region, <br />for example, have precipi ta tion totals in the range of a few <br />hundredths to a few tenths of an inch water equivalent. <br />Increases due to seeding may only fractionally affect those small <br />amounts, leading to difficulties in detection of seeding <br />effects. The most commonly used instrument for these <br />measurements is the Belfort Universal Recording Raingage for <br />which the manufacturer's specification.s quote an accuracy of 0.5 <br />percent of the full scale travel {0.06 inch for a <br />l2-inch-capacity dual tranverse model} and a sensitivity of 0.01 <br />inch precipitation. A limited review of the literature and <br />consultation with the manufacturer disclosed no test data to <br />substantiate the validity of these specifications. Therefore, a <br />laboratory test program was undertaken to provide this <br />information. <br /> <br />II. Nature and Purpose of Study <br /> <br />The purpose of the experiment was to determine the accuracy <br />of the Belfort Universal Recording Raingage (model 5-780 <br />series). As used here, accuracy is defined as the agreement of <br />the measurement with the "true" value of the quantity measured. <br />Precipitation rates representative of winter snowfall <br />characteristics were investigated. Flow rates in the approximate <br />range 0.25 to 2.5 mmlh {0.01 to 0.1 in/h} were established for <br />periods of one to several hours to simulate snowfall occurrences. <br /> <br />The flow rate during each test period was estimated by <br />intercepting the flow for known time periods just before, and <br />just after, each test per iod. These briO samples were weighed, <br />and the flow rates were calculated and averaged to estimate the <br />flow rate during the test period. During the test period the <br />flow entered a beaker set in the middle of the gage catch <br />bucket. The beaker was weighed after leach test to establ ish the <br />actual total flow into the gage. <br /> <br />Flow data were plotted and compared with gage chart readings, <br />because the accuracy of the instrument" s chart record was of <br />primary interest. In addition, the temporal response of the gage <br />could be evaluated by comparison of thE~ chart trace to the known <br />rate of test flow input. <br /> <br />I I I. Ma tel' i al s <br /> <br />Three Belfort Universal Recording Raingages {model 5-780 <br />series} with dual traverse measuring capability were used. The <br />housing shroud and collector funnel were removed from each gage <br />assembly to allow convenient operating access. The gages were <br />not equipped with potentiometers or other peripheral equipment <br />that might create operational drag on the system. All <br /> <br />1 <br />