Effect of combined subsurface structures and steps on hyporheic exchange
Authors/Creators
- 1. Department of Irrigation and Reclamation Engineering, College of Agriculture and Natural Resources, University of Tehran, Karaj, Iran
- 2. Department of water engineering, Gorgan university of agricultural sciences and natural resources, Gorgan, Iran
- 3. Department of Environment, Land, and Infrastructure Engineering, Politecnico di Torino, Torino, Italy
Description
HYPORHEIC FLOW: each file contains the values of downwelling velocity (column 2, in m/s) at each point of the streambed (column 1, in m). The hyporheic exchange flow was calculated through the integration of all downwelling fluxes 197 over the streambed boundary (see section 2.3 of the main manuscript).
RTD: in each file, each row corresponds to one upwelling location of the streambed (x, in m) and contains the values of tracer flux (in mol/m^2/s) over time (in seconds). The RTD is obtained through the integration of the flux along the streambed (see section 2.3 of the main manuscript).