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...(Model 6541, Unidata), stilling well, ave. annual precipitation 1055 mm.||Krueger et al. (2010) Krueger, T., Freer, J., Quinton, J.N., Macleod, C.J.A., Bilotta, G.S., Brazier, R.E

...lope, grassland, ave. annual precipitation 1055 mm, 250 x 37 cm weir box.||Krueger et al. (2009) ...s||±10 % core (5-6 samples per hour); ±50 % support (1 sample per hour)||||Krueger et al. (2012)

...flowmeter (Magflo Mag 5100, Siemens), ave. annual precipitation 1055 mm.||Krueger et al. (2010) Krueger, T., Freer, J., Quinton, J.N., Macleod, C.J.A., Bilotta, G.S., Brazier, R.E

McMillan, H., Krueger, T., Freer, J., 2012. Benchmarking observational uncertainties for hydrolog

...precipitation 1055 mm, surface soil P ~540 mg kg-1, 250 x 37 cm weir box.||Krueger et al. (2009) ...razing, ave. annual precipitation 1050 mm, flashy response, underdrained.||Krueger et al. (2012)

McMillan, H., Krueger, T., Freer, J., 2012. Benchmarking observational uncertainties for hydrolog

McMillan, H., Krueger, T., Freer, J., 2012. Benchmarking observational uncertainties for hydrolog

McMillan, H., Krueger, T., Freer, J., 2012. Benchmarking observational uncertainties for hydrolog

*Eder, A., Strauss, P., Krueger, T., Quinton, J.N. (2010). Comparative calculation of suspended sediment l

McMillan, H., Krueger, T., Freer, J., 2012. Benchmarking observational uncertainties for hydrolog