Regression equations for estimating the 4-day, 3-year low-flow frequency and adjusted harmonic mean streamflow at ungaged sites for unregulated, perennial streams in New Mexico

Meghan T. Bell, Anne C. Tillery
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Abstract

First posted September 18, 2023 For additional information, contact: Director, New Mexico Water Science Center U.S. Geological Survey 6700 Edith Blvd. NE Albuquerque, NM 87113 Contact Pubs Warehouse The Federal Clean Water Act stipulates that States adopt water-quality standards to protect and enhance the quality of water in those States and to protect water quality through the creation of planning documents and discharge permits. Critical low-flow values, including the 4-day, 3-year low-flow frequency (4Q3) and harmonic mean streamflows, are necessary for developing those planning documents and permits. The U.S. Geological Survey computed the 4Q3 and adjusted harmonic mean streamflows using data from 96 streamgages on perennial streams, and regression equations were developed for the estimation of these parameters at ungaged, perennial streams in the State of New Mexico using weighted least-squares regression and readily accessed basin and climatic characteristics. Six equations were developed for the 4Q3 statistic, and five equations were developed for the adjusted harmonic mean statistic. Separate equations were developed for sites located in basins with mean elevations equal to or greater than 8,000 feet above the National Geodetic Vertical Datum of 1929 (except where noted as the North American Vertical Datum of 1988), as well as for sites on streams that are tributary to the San Juan River. Pseudo R-squared values ranged from 0.53 to 0.87 (4Q3) and adjusted R-squared values ranged from 0.69 to 0.89 (adjusted harmonic mean). For sites in basins with mean elevations of less than 8,000 feet above the National Geodetic Vertical Datum of 1929 (except where noted as the North American Vertical Datum of 1988), equations were developed based on contributing drainage area size. Drainage area, mean basin elevation, basinwide mean annual precipitation, and mean basin slope were found to have relations to the 4Q3; drainage area, mean basin elevation, basinwide mean annual precipitation, mean basin slope, and mean basinwide precipitation for the winter period, defined as the months of October through April, were found to have relations to the adjusted harmonic mean. Comparison to previous 4Q3 regression equations using fit statistics indicate an overall improvement in performance.
估算新墨西哥州无管制的常年溪流的4天3年低流量频率和调整谐波平均流量的回归方程
欲了解更多信息,请联系:新墨西哥州水科学中心主任,美国地质调查局伊迪丝大道6700号。联邦清洁水法规定各州采用水质标准来保护和提高本州的水质,并通过制定规划文件和排放许可证来保护水质。关键低流量值,包括4天、3年低流量频率(4Q3)和谐波平均流量,是制定这些规划文件和许可证所必需的。美国地质调查局计算了第四季度的数据,并利用96个长期河流的数据调整了调和平均流量,并利用加权最小二乘回归和容易获取的盆地和气候特征,开发了回归方程,用于估计新墨西哥州未使用的长期河流的这些参数。对4Q3统计量建立了6个方程,对调整后的调和平均统计量建立了5个方程。对于位于平均海拔等于或大于1929年国家大地垂直基准面(除1988年北美垂直基准面外)8000英尺以上的盆地的站点,以及位于圣胡安河支流溪流上的站点,开发了单独的方程。伪r平方值范围为0.53至0.87 (4Q3),调整r平方值范围为0.69至0.89(调整谐波平均值)。对于平均海拔低于1929年国家大地垂直基准面(除1988年北美垂直基准面外)8000英尺的盆地站点,根据贡献流域面积大小开发了方程。流域面积、流域平均高程、全流域年平均降水量和流域平均坡度与4Q3存在相关性;流域面积、流域平均高程、流域平均年降水量、流域平均坡度和冬季(10月至4月)流域平均降水量与调整后的调和平均值存在相关性。与使用拟合统计的前4Q3回归方程的比较表明性能的总体改进。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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