River;"L-W Regression Equation";R2;"Intercept 95% CL";"Slope 95% CL";"450 mm";"800 mm";Reference
"South Dakota Tributaries, n=469"
James;"log10 weight = -5.26+3.11(log10 length)";0.96;-5.43;-5.1;3.05;3.17;981;5869;"Hayer et al. 2014"
Vermillion;"log10 weight = -4.82+2.90(log10 length)";0.98;-5.16;-4.47;2.82;3.07;748;3971;"Hayer et al. 2014"
"Big Sioux";"log10 weight = -5.53+3.21(log10 length)";0.98;-5.91;-5.14;3.07;3.36;970;6150;"Hayer et al. 2014"
"Missouri River";;;;;;;;;
"Gavins Point, n=7";"log10 weight= -6.92+3.70(log10 length)";0.97;0.21;;0.59;;788;6628;"Wanner and Klumb 2009"
"Interior Highlands, n=68";"log10 weight = -5.35+3.13(log10 length)";0.93;0.76;;0.21;;900;5453;"Wanner and Klumb 2009"
"Middle Mississippi River/Illinois River"
"Middle, n=145";"log10 weight = -5.29+3.11(log10 length)";0.81;;;;;915;5477;"Williamson and Garvey 2005"
"Illinois River, n=452";"log10 weight = -5.29+3.12(log10 length)";0.99;;;;;972;5856;"Irons et al. 2011"
"Lower Mississippi River, n=360";"log10weight= -6.88+3.66(log10length)";0.95;-6.647;-7.121;3.58;3.75;691;5695;"This Study"