TY - GEN
T1 - Fluctuation of hyporheic zone thickness due to inflow and outflow across the water-sediment interface
AU - Chen, Xunhong
PY - 2011
Y1 - 2011
N2 - Determination of hyporheic zone thickness in streams is an important step for study of stream-aquifer interactions. Knowledge about hyporheic zone thickness is useful in stream restoration. However, because there is a lack of standard techniques for such study, evaluation of the hyporheic zone thickness for a given stream reach remains a challenge task for researchers. This paper presents Galerkin finite element flow and stream function models that can simulate the hyporheic zone thickness. The flow and stream function equations are solved for 2-D profile domains that can be across a stream or parallel to a stream. The numeral schemes for solving the flow and stream function equations and the treatment of boundary conditions are described. Hypothetical streams are used for simulation of the control of hyporheic zone thickness by the magnitude of inflow and outflow that occur at the stream-sediment interface. Groundwater flow velocity field is generated to examine the flow dynamics in hyporheic zones. The magnitude of groundwater flow velocity in hyporheic zone is greater than that of regional groundwater flow.
AB - Determination of hyporheic zone thickness in streams is an important step for study of stream-aquifer interactions. Knowledge about hyporheic zone thickness is useful in stream restoration. However, because there is a lack of standard techniques for such study, evaluation of the hyporheic zone thickness for a given stream reach remains a challenge task for researchers. This paper presents Galerkin finite element flow and stream function models that can simulate the hyporheic zone thickness. The flow and stream function equations are solved for 2-D profile domains that can be across a stream or parallel to a stream. The numeral schemes for solving the flow and stream function equations and the treatment of boundary conditions are described. Hypothetical streams are used for simulation of the control of hyporheic zone thickness by the magnitude of inflow and outflow that occur at the stream-sediment interface. Groundwater flow velocity field is generated to examine the flow dynamics in hyporheic zones. The magnitude of groundwater flow velocity in hyporheic zone is greater than that of regional groundwater flow.
KW - Hyporheic zone
KW - Stream-aquifer interactions
KW - numerical modeling
UR - http://www.scopus.com/inward/record.url?scp=79960732717&partnerID=8YFLogxK
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U2 - 10.1109/ISWREP.2011.5893026
DO - 10.1109/ISWREP.2011.5893026
M3 - Conference contribution
AN - SCOPUS:79960732717
SN - 9781612843377
T3 - ISWREP 2011 - Proceedings of 2011 International Symposium on Water Resource and Environmental Protection
SP - 388
EP - 391
BT - ISWREP 2011 - Proceedings
T2 - 2011 International Symposium on Water Resource and Environmental Protection, ISWREP 2011
Y2 - 20 May 2011 through 22 May 2011
ER -