Asset Details
Do you wish to reserve the book?
A study on the effects of dispersion coefficient on groundwater pollutant transport simulation
Hey, we have placed the reservation for you!
By the way, why not check out events that you can attend while you pick your title.
Oops! Something went wrong.
Looks like we were not able to place the reservation. Kindly try again later.
Are you sure you want to remove the book from the shelf?
A study on the effects of dispersion coefficient on groundwater pollutant transport simulation
Do you wish to request the book?
A study on the effects of dispersion coefficient on groundwater pollutant transport simulation
Please be aware that the book you have requested cannot be checked out. If you would like to checkout this book, you can reserve another copy
We have requested the book for you!
Your request is successful and it will be processed during the Library working hours. Please check the status of your request in My Requests.
Oops! Something went wrong.
Looks like we were not able to place your request. Kindly try again later.
Journal Article
A study on the effects of dispersion coefficient on groundwater pollutant transport simulation
2025
Overview
A comprehensive scientific analysis of temporal and spatial fluctuations of pollutants during the migration of groundwater is essential for precisely predicting their dispersion patterns and promoting rational regional development planning. In this research paper, a field radial dispersion test was conducted in decentralized drinking water sources downstream of the Fu Tuan River basin in Rizhao City, Shandong Province, China (FRSC). Chloride ion (Cl
−
) solution was utilized as a tracer for the experiment. The longitudinal dispersion coefficient (
a
L
) was determined by standard curve matching and using straight-line graphical methods. Additionally, the impact of
a
L
on pollutant transport was investigated by creating the MT3DMS solute transport model with the help of GMS 10.4 software. The results indicate that the
a
L
of the submerged aquifer varies depending on the distance from the source well in the main runoff direction. At distances of 10 and 15 m, the values of
a
L
were observed to be 0.56 m and 0.88 m, respectively. Moreover, when these observed values of
a
L
are used as simulation parameters in solute transport modeling on the same space–time scale, the hydrodynamic dispersion effect exhibited by the well is found to be weaker than the actual hydrodynamic dispersion effect.
Publisher
Springer International Publishing,Springer Nature B.V
