2016
DOI: 10.1016/j.jhydrol.2016.05.022
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Measurements of coarse particulate organic matter transport in steep mountain streams and estimates of decadal CPOM exports

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Cited by 16 publications
(68 citation statements)
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“…in which Q-CPOM adj is the adjusted transport rate and Q-CPOM m the transport rate calculated using Equation 1. Equation 2 is an adaptation of equation 2presented by Bunte et al (2016). Baseflow water level at the location of the Bunte traps in the VZ site is~16cm, and as the entrance to the traps is 20cm high, we consider that the traps do capture the flow of the river at baseflow.…”
Section: Computation Of Cpom Dry Transport Ratementioning
confidence: 99%
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“…in which Q-CPOM adj is the adjusted transport rate and Q-CPOM m the transport rate calculated using Equation 1. Equation 2 is an adaptation of equation 2presented by Bunte et al (2016). Baseflow water level at the location of the Bunte traps in the VZ site is~16cm, and as the entrance to the traps is 20cm high, we consider that the traps do capture the flow of the river at baseflow.…”
Section: Computation Of Cpom Dry Transport Ratementioning
confidence: 99%
“…A higher drainage density may increase the Figure 6. Rating curves for Q-CPOM (g/s) and (a) mean (Q m ) and peak (Q p ) discharge, (b) unit discharge (q ¼ Q m /w), and (c) runoff yield (q*¼ Q m /A), for the Swiss Erlenbach torrent (Turowski et al, 2013), two US Rocky Mountain creeks (Bunte et al, 2016), and the Chilean Vuelta de Zorra stream (this study). FLUVIAL TRANSPORT OF COARSE PARTICULATE ORGANIC MATTER opportunity for fluvial export and CPOM transport rates (Bunte et al, 2016).…”
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confidence: 98%
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