Breakthrough curve moments scaling in hyporheic exchange

被引:7
作者
Bellin, A. [1 ]
Tonina, D. [2 ]
Marzadri, A. [2 ]
机构
[1] Univ Trento, Dept Civil Environm & Mech Engn, Trento, Italy
[2] Univ Idaho, Ctr Ecohydraul Res, Boise, ID USA
关键词
hyporheic exchange; transport in streams; scaling of btc moments; SOLUTE TRANSPORT; STREAM WATER; ZONE; RIVERS; MODEL;
D O I
10.1002/2014WR016559
中图分类号
X [环境科学、安全科学];
学科分类号
08 ; 0830 ;
摘要
The interaction between stream flow and bed forms creates an uneven distribution of near-bed energy heads, which is the driving force of hyporheic exchange. Owing to the large disparity of advection characteristic times in the stream and within the hyporheic zone, solute mass exchange is often modeled by considering the latter as an immobile region. In a recent contribution Gonzalez-Pinzon et al. (2013) showed that existing models employing this hypothesis are structurally inconsistent with the scaling revealed by the analysis of 384 breakthrough curves collected in 44 streams across five continents. Motivated by this result, we analyze the scaling characteristics of a model that we recently developed by combining the analytical solution of the advective flow within the hyporheic zone with a Lagrangian solute transport model. Results show that similarly to the experimental data our model predicts breakthrough curves with a constant skewness, irrespective of the stream size, and that the scaling of the first three moments observed by Gonzalez-Pinzon et al. (2013) is also respected. Moreover, we propose regression curves that relate the first three moments of the residence time distribution with the alternate bar dimensionless depth (Y-BM(*)), a quantity that is easily measurable in the field. The connection between BTC moments and Y-BM(*) opens new possibilities for modeling transport processes at the catchment scale.
引用
收藏
页码:1353 / 1358
页数:6
相关论文
共 34 条
[1]   A comparison of travel-time based catchment transport models, with application to numerical experiments [J].
Alebachew, Melkamu Ali ;
Fiori, Aldo ;
Russo, David .
JOURNAL OF HYDROLOGY, 2014, 511 :605-618
[2]  
Battin TJ, 2008, NAT GEOSCI, V1, P95, DOI 10.1038/ngeo101
[3]   On the use of peak concentration arrival times for the inference of hydrogeological parameters [J].
Bellin, A ;
Rubin, Y .
WATER RESOURCES RESEARCH, 2004, 40 (07) :W074011-W0740113
[4]   SIMULATION OF SOLUTE TRANSPORT IN A MOUNTAIN POOL-AND-RIFFLE STREAM - A TRANSIENT STORAGE MODEL [J].
BENCALA, KE ;
WALTERS, RA .
WATER RESOURCES RESEARCH, 1983, 19 (03) :718-724
[5]   Hyporheic flow and transport processes: Mechanisms, models, and biogeochemical implications [J].
Boano, F. ;
Harvey, J. W. ;
Marion, A. ;
Packman, A. I. ;
Revelli, R. ;
Ridolfi, L. ;
Woerman, A. .
REVIEWS OF GEOPHYSICS, 2014, 52 (04) :603-679
[6]   Bedform-induced hyporheic exchange with unsteady flows [J].
Boano, Fulvio ;
Revelli, Roberto ;
Ridolfi, Luca .
ADVANCES IN WATER RESOURCES, 2007, 30 (01) :148-156
[7]   Residence time control on hot moments of net nitrate production and uptake in the hyporheic zone [J].
Briggs, Martin A. ;
Lautz, Laura K. ;
Hare, Danielle K. .
HYDROLOGICAL PROCESSES, 2014, 28 (11) :3741-3751
[8]   FINITE-AMPLITUDE ALTERNATE BARS [J].
COLOMBINI, M ;
SEMINARA, G ;
TUBINO, M .
JOURNAL OF FLUID MECHANICS, 1987, 181 :213-232
[9]   A SOLUTE FLUX APPROACH TO TRANSPORT IN HETEROGENEOUS FORMATIONS .1. THE GENERAL FRAMEWORK [J].
DAGAN, G ;
CVETKOVIC, V ;
SHAPIRO, A .
WATER RESOURCES RESEARCH, 1992, 28 (05) :1369-1376
[10]  
Das B S., 2002, Stochastic Methods in Subsurface Contaminant Hydrology, P239, DOI 10. 1061/9780784405321. ch06