Laboratory investigation and simulation of breakthrough curves in karst conduits with pools; [Expérimentation en laboratoire et simulation de la courbe de restitution d’un traceur dans des conduits karstiques avec des bassins]; [Investigação laboratorial e simulação de curvas de identificação em condutos cársticos com presença de reservatórios]; [Investigación de laboratorio y simulación de curvas de avance en conductos kársticos con estanques]

被引:0
作者
Zhao X. [1 ]
Chang Y. [1 ]
Wu J. [1 ]
Peng F. [1 ]
机构
[1] Department of Hydrosciences, School of Earth Sciences and Engineering, Nanjing University, No. 163 Xianlin Road, Nanjing
基金
中国国家自然科学基金;
关键词
Breakthrough curves; Karst; Laboratory experiments; Modeling approaches; Pools;
D O I
10.1007/s10040-017-1626-9
中图分类号
学科分类号
摘要
A series of laboratory experiments are performed under various hydrological conditions to analyze the effect of pools in pipes on breakthrough curves (BTCs). The BTCs are generated after instantaneous injections of NaCl tracer solution. In order to test the feasibility of reproducing the BTCs and obtain transport parameters, three modeling approaches have been applied: the equilibrium model, the linear graphical method and the two-region nonequilibrium model. The investigation results show that pools induce tailing of the BTCs, and the shapes of BTCs depend on pool geometries and hydrological conditions. The simulations reveal that the two-region nonequilibrium model yields the best fits to experimental BTCs because the model can describe the transient storage in pools by the partition coefficient and the mass transfer coefficient. The model parameters indicate that pools produce high dispersion. The increased tailing occurs mainly because the partition coefficient decreases, as the number of pools increases. When comparing the tracer BTCs obtained using the two types of pools with the same size, the more appreciable BTC tails that occur for symmetrical pools likely result mainly from the less intense exchange between the water in the pools and the water in the pipe, because the partition coefficients for the two types of pools are virtually identical. Dispersivity values decrease as flow rates increase; however, the trend in dispersion is not clear. The reduced tailing is attributed to a decrease in immobile water with increasing flow rate. It provides evidence for hydrodynamically controlled tailing effects. © 2017, Springer-Verlag GmbH Germany.
引用
收藏
页码:2235 / 2250
页数:15
相关论文
共 47 条
[11]  
Field M.S., Pinsky P.F., A two-region nonequilibrium model for solute transport in solution conduits in karstic aquifers, J Contam Hydrol, 44, 3, pp. 329-351, (2000)
[12]  
Ford D.C., Williams P.W., Karst geomorphology and hydrology, (1989)
[13]  
Geyer T., Birk S., Licha T., Liedl R., Sauter M., Multitracer test approach to characterize reactive transport in karst aquifers, Ground Water, 45, pp. 36-45, (2007)
[14]  
Goldscheider N., A new quantitative interpretation of the long-tail and plateau-like breakthrough curves from tracer tests in the artesian karst aquifer of Stuttgart, Germany, Hydrogeol J, 16, pp. 1311-1317, (2008)
[15]  
Goppert N., Goldscheider N., Solute and colloid transport in karst conduits under low- and high-flow conditions, Ground Water, 46, pp. 61-68, (2008)
[16]  
Hart J.R., Guymer I., Sonnenwald F., Stovin V.R., Residence time distributions for turbulent, critical, and laminar pipe flow, J Hydraul Eng, 142, 9, (2016)
[17]  
Hauns M., Modeling tracer and particle transport under turbulent flow conditions in karst conduit structures. Institut für Hydrologie der Universität Freiburg, (2000)
[18]  
Hauns M., Jeannin P.Y., Atteia O., Dispersion, retardation and scale effect in tracer breakthrough curves in karst conduits, J Hydrol, 241, 3, pp. 177-193, (2001)
[19]  
Hubbard E.F., Kilpatrick F.A., Martens L.A., Wilson J.F., Measurements of time of travel and dispersion in streams by dye tracing. In: Techniques of Water-Resources Investigations, book 3: applications of hydraulics, chap A9, (1982)
[20]  
Jackson T.R., Apte S.V., Haggerty R., Effect of multiple lateral cavities on stream solute transport under non-Fickian conditions and at the Fickian asymptote, J Hydrol, 519, pp. 1707-1722, (2014)