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A generalized correction equation for large tipping-bucket flow meters for use in hydrological applications

机译:用于水文应用中的大型划分铲斗流量计的广义校正方程

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Large tipping-bucket flow meters (TBFs, one tip 200 ml) have been employed by hydrologists to quantify various water fluxes in a variety of contexts. The over-arching goal of this study is to develop a generalized correction equation for various TBFs. Based on our testing, we recommend the following to minimize TBF error: (1) periodic checking of the static calibration volume (c) since c is a gauge-specific value which has been found to vary after field deployment; and (2) for dynamic calibration, the use of our newly derived generalized correction equation when the tipping rate is less than 0.2 Hz. In equation form, the generalized correction equation for common TBFs with flat triangular buckets is: V = -0.75Q(2) + 0.72Q + 1 (R-2 = 0.843; p 0.0001), where V = v/c and v is the water volume for one tip under dynamic conditions, and Q = q/c [s(-1)] and q is the water flow rate into the TBF. From our field test in a Japanese cedar forest stand, using stemflow (S-F) as an example, we found that use of the generalized correction equation was successful in eliminating the 2-3% error in S-F amounts. Moreover, we found that the generalized correction equation performed nearly as well as gauge specific derived correction equations. Thus, our generalized correction equation is applicable to correct flow estimates of TBFs when one does not have time and/or laboratory set-up for the laborious task of testing individual TBFs themselves. Although our correction procedure may not completely eliminate all error, we recommend use of the generalized correction equation for TBFs to improve the accuracy of water flux calculations in hydrologic studies.
机译:水文学家采用大型倾斜铲斗流量计(TBF,一个尖端& 200ml),以量化各种情况下的各种水通量。本研究的过度拱起目标是为各种TBFS制定广义校正方程。根据我们的测试,我们建议您最大限度地减少TBF误差:(1)由于C是特定于仪表特定值,因此在现场部署后的仪表特定值的定期检查静态校准量(c); (2)用于动态校准,当倾翻率小于0.2Hz时,我们的新导出的广义校正等式的使用。在等式形式中,具有扁平三角形桶的公共TBFS的广义校正方程是:v = -0.75Q(2)+ 0.72Q + 1(R-2 = 0.843; p& 0.0001),其中v = v / c和v是动态条件下一个尖端的水体积,Q = Q / C [S(-1)]和Q是水流量进入TBF。从我们的现场测试在日本雪松林立场中,使用Stemflow(S-F)作为示例,我们发现使用广义校正方程的使用成功消除了S-F量的2-3%误差。此外,我们发现普遍校正方程几乎和规格特定导出的校正方程进行。因此,我们的广义校正方程适用于当一个人没有时间和/或实验室设置来纠正TBF的校正流量估计,以便对特性TBFS自己进行费力的任务。虽然我们的校正程序可能无法完全消除所有误差,但我们建议使用TBF的广义校正方程来提高水文研究中的水通量计算的准确性。

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