Influence of time-dependent ground surface flux on aquifer recharge with a vadose zone injection well

2020 ◽  
Vol 584 ◽  
pp. 124739
Author(s):  
Cuiting Qi ◽  
Hongbin Zhan ◽  
Xiuyu Liang ◽  
Chong Ma
2013 ◽  
Vol 146 ◽  
pp. 8-15 ◽  
Author(s):  
Jeffrey Lewis ◽  
Jan Burman ◽  
Christina Edlund ◽  
Louise Simonsson ◽  
Rune Berglind ◽  
...  

2019 ◽  
Vol 9 (18) ◽  
pp. 3652
Author(s):  
Jana Sallwey ◽  
Felix Barquero ◽  
Thomas Fichtner ◽  
Catalin Stefan

Infiltration experiments in the context of managed aquifer recharge (MAR) are often conducted to assess the processes influencing the operation of full-scale MAR schemes. For this, physical models such as laboratory experiments and, less often, field experiments are used to determine process specifics or operational parameters. Due to several assumptions, scale-related limitations, and differing boundary conditions, the upscaling of results from the physical models is not straightforward. Investigations often lead to over- or underestimations of flow processes that constrain the translation of results to field-like conditions. To understand the restrictions and potential of different physical models for MAR assessment, surface infiltration experiments in different scales and dimensions, which maintained the same operational parameters, were conducted. The results from the different setups were compared against each other regarding the reproduction water flow in the vadose zone and the influence of parameters such as soil type and climate. Results show that mostly qualitative statements can be made, whereas quantitative analysis through laboratory experiments is limited.


2021 ◽  
Vol 592 ◽  
pp. 125791
Author(s):  
Ruitong Liu ◽  
Jinguo Wang ◽  
Hongbin Zhan ◽  
Zhou Chen ◽  
Weijian Li ◽  
...  
Keyword(s):  

Soil Research ◽  
1977 ◽  
Vol 15 (1) ◽  
pp. 9 ◽  
Author(s):  
SN Webb ◽  
KK Watson

The replenishment of groundwater supplies from recharge trenches often involves the use of water containing quantities of suspended solids which eventually become deposited on the sides and bottom of the trench with a consequent decrease in intake rate. This process is simulated numerically in one dimension by using a finite difference solution of the flow equation with a time-dependent surface flux boundary condition. Three algebraic functions are used to represent the flux change so that different physical characteristics of the system can be studied. The numerical results indicate that for a reasonably slow rate of flux reduction water content and pressure head profiles of a steady state configuration, appropriate to the flux at that time, are obtained. However, with a more rapid flux change unsteady state conditions remain established through the profile and predictions of water content and pressure head can only be made using an unsteady state analysis.


Author(s):  
Nishi Verma ◽  
Martin Anda ◽  
Yureana Wijayanti

<strong>Aim: </strong>This study investigates the development of a sustainable groundwater management strategy in Yogyakarta province through groundwater recharge technologies. This study also compares technologies used in the province and the one already implemented in Perth due to its similar nature in site geology and hydrogeology. <strong>Methodology and Results: </strong>Primary and secondary data were collected and analyzed. Water depth and hydraulic conductivity data were analyzed using permeameter and GIS program. GIS image analysis of water depth and hydraulic conductivity suggested that the placement of potential aquifer recharge sites would be best suited in the north-east part of the province, slightly outside the study area, to provide water for all. Two recharge schemes of an infiltration basin and an injection well with storm water detention tank were proposed. The injection well was decided upon, despite its higher cost, due to the impermeability of soils in Yogyakarta and possible water seepage to the environment. Similar to Perth’s Hartfield park scheme, an injection well would directly bypass these soil layers to recharge the aquifers with rainwater and storm water. Hartfield Park injects 4400 kL of water/year. <strong>Conclusion, significance and impact study: </strong>The findings of this study indicate aquifer recharge is a possible solution to overcome Yogyakarta’s high abstraction. Further studies recommend that injection well trials are further developed in terms of location, depth and sizing.


2000 ◽  
Vol 43 (6) ◽  
pp. 1609-1620
Author(s):  
D. D. Bosch ◽  
C. C. Truman ◽  
R. A. Leonard

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