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Data S1. Derivation of discharge for zero-order reservoirs.

Figure S1. The weirs in the watershed.

Figure S2. Monthly precipitation at experimental site compared with long-term average.

Figure S3. Recession curve for WS2 using k = 0.077 in Equation 1 resulting in α = 0.925.

Table S1. Monthly precipitation at the study site for 2008 and 2009 compared with long-term averages at Zamorano and La Tigra.

Table S2. Rainfall intensities for 45 rainfall events >15 mm/day occurring in 2008 and 2009.

Table S3. Main characteristics of the weirs and formulas utilized to calculate discharge rates.

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Please note: Wiley Blackwell is not responsible for the content or functionality of any supporting information supplied by the authors. Any queries (other than missing content) should be directed to the corresponding author for the article.