A platform for research: civil engineering, architecture and urbanism
Variability of tracer breakthrough curves in mountain streams: Implications for streamflow measurement by slug injection
Tracer dilution methods are commonly used to measure discharge in steep mountain streams. This research addressed knowledge gaps associated with dilution methods using original field data collected on nine streams in southwest British Columbia and discharge measurements conducted by Northwest Hydraulic Consultants Ltd. Minimum mixing lengths ranged between 2.4 and 24.5 stream wetted widths, but determining the mixing length can be confounded by surface-subsurface water fluxes. Probes need to be placed on opposite sides of the stream to verify adequate mixing, because probes located at different locations on the same of the stream sometimes suggested complete mixing had occurred when it in fact had not. For probes located downstream of complete mixing, breakthrough curves (BTCs) for probes located in the main current differed significantly from probes in zones with recirculating flow, even though they yielded discharge values within ± 10%. The peak of the BTC is a function of the mass of tracer injected, reach length, channel cross-sectional area, and the integral of a non-dimensional BTC, A*. The distribution of A* derived from analysis of 175 BTCs can be used, in conjunction with estimates of channel geometry and desired increases in electrical conductivity, to estimate dosing requirements to avoid under- or over-dosing a stream reach.
Variability of tracer breakthrough curves in mountain streams: Implications for streamflow measurement by slug injection
Tracer dilution methods are commonly used to measure discharge in steep mountain streams. This research addressed knowledge gaps associated with dilution methods using original field data collected on nine streams in southwest British Columbia and discharge measurements conducted by Northwest Hydraulic Consultants Ltd. Minimum mixing lengths ranged between 2.4 and 24.5 stream wetted widths, but determining the mixing length can be confounded by surface-subsurface water fluxes. Probes need to be placed on opposite sides of the stream to verify adequate mixing, because probes located at different locations on the same of the stream sometimes suggested complete mixing had occurred when it in fact had not. For probes located downstream of complete mixing, breakthrough curves (BTCs) for probes located in the main current differed significantly from probes in zones with recirculating flow, even though they yielded discharge values within ± 10%. The peak of the BTC is a function of the mass of tracer injected, reach length, channel cross-sectional area, and the integral of a non-dimensional BTC, A*. The distribution of A* derived from analysis of 175 BTCs can be used, in conjunction with estimates of channel geometry and desired increases in electrical conductivity, to estimate dosing requirements to avoid under- or over-dosing a stream reach.
Variability of tracer breakthrough curves in mountain streams: Implications for streamflow measurement by slug injection
Richardson, Mark (author) / Moore, R. D. (Dan) / Zimmermann, André
2017
Article (Journal)
English
Local classification TIB:
385/6615
Analysis of tracer tomography using temporal moments of tracer breakthrough curves
British Library Online Contents | 2009
|Peak and tail scaling of breakthrough curves in hydrologic tracer tests
British Library Online Contents | 2015
|Streamflow Rating Curves During Floods
British Library Conference Proceedings | 2011
|