Feasibility of grain-size analysis methods for determination of vertical hydraulic conductivity of streambeds

Abstract

Summary Accurate estimation of streambed vertical hydraulic conductivity ( K v ) is of great importance in the analysis of water quantity exchange and solute transfer between a stream and its sediments. The paper analyzed the inaccuracy of hydraulic conductivity values of sediments derived from grain-size distribution ( K g ), which were determined from eight empirical grain-size methods to represent streambed K v . In this study, the values of K v for a streambed were derived using falling-head standpipe permeameter tests conducted at eight study sites in the Elkhorn River, Nebraska, and the tested streambed columns were then collected for grain-size analysis by sieving. These empirical methods were used to calculate the K g values of the streambed from grain-size distribution data of sediments. Unlike many other studies, this study verifies K g from grain-size distribution with K v from permeameter tests on the basis of the same samples of streambed sediments. The K g values derived from the eight empirical methods were larger than the K v from permeameter tests; there are five methods that give K g values of about 3–6 times larger than these K v . The K g values from the Kozeny formula followed by the Hazen formula give the largest overestimation error if they are used to represent the K v of the streambed. The USBR and Shepherd formulas generated K g values close to K v , but these K g values are still larger in general than the K v values. Moreover, the new values of coefficient C for the empirical formulas were revised so that they can be used to calculate the approximate K v of a streambed. Among the eight methods, the ratios of the original C values to the average new C range from 1.3 to 5.9. It can be hypothesized that smaller C values must be used in the estimation of K v for general soil samples if these empirical formulas are used to calculate K v .