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Table 1

Hydraulic conductivity and Darcy fluxa. DOI: https://doi.org/10.1525/elementa.286.t1

PiezometerHydraulic Conductivity (m/s)Average Darcy flux (m/s)

 
Step-Pool Sequence 1–A 8.5 × 10–4 –5.2 × 10–5 
1–B 1.9 × 10–4 –1.5 × 10–5 
2–C Not measured  
2–D 5.7 × 10–5 4.6 × 10–6 

 
Above Debris Dam A–F 2.5 × 10–4 –7.5 × 10–5 
A–G 2.3 × 10–4 –6.8 × 10–5 
A–H 5.1 × 10–4 –1.4 × 10–4 
A–I 2.1 × 10–4 –4.5 × 10–5 

 
Below Debris Dam B–A 5.2 × 10–5 5.0 × 10–7 
B–B 7.9 × 10–4 1.4 × 10–5 
B–C 1.3 × 10–4 3.8 × 10–6 
B–D 2.0 × 10–3 5.9 × 10–5 
B–E 4.2 × 10–5 1.9 × 10–6 
PiezometerHydraulic Conductivity (m/s)Average Darcy flux (m/s)

 
Step-Pool Sequence 1–A 8.5 × 10–4 –5.2 × 10–5 
1–B 1.9 × 10–4 –1.5 × 10–5 
2–C Not measured  
2–D 5.7 × 10–5 4.6 × 10–6 

 
Above Debris Dam A–F 2.5 × 10–4 –7.5 × 10–5 
A–G 2.3 × 10–4 –6.8 × 10–5 
A–H 5.1 × 10–4 –1.4 × 10–4 
A–I 2.1 × 10–4 –4.5 × 10–5 

 
Below Debris Dam B–A 5.2 × 10–5 5.0 × 10–7 
B–B 7.9 × 10–4 1.4 × 10–5 
B–C 1.3 × 10–4 3.8 × 10–6 
B–D 2.0 × 10–3 5.9 × 10–5 
B–E 4.2 × 10–5 1.9 × 10–6 

aDarcy flux is calculated following Eqn. 1. Positive Darcy fluxes indicate upward movement of water.

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