2020
DOI: 10.5194/esd-11-1-2020
|View full text |Cite
|
Sign up to set email alerts
|

Fractional governing equations of transient groundwater flow in unconfined aquifers with multi-fractional dimensions in fractional time

Abstract: Abstract. In this study, a dimensionally consistent governing equation of transient unconfined groundwater flow in fractional time and multi-fractional space is developed. First, a fractional continuity equation for transient unconfined groundwater flow is developed in fractional time and space. For the equation of groundwater motion within a multi-fractional multidimensional unconfined aquifer, a previously developed dimensionally consistent equation for water flux in unsaturated/saturated porous media is com… Show more

Help me understand this report
View preprint versions

Search citation statements

Order By: Relevance

Paper Sections

Select...
1
1
1

Citation Types

0
3
0

Year Published

2020
2020
2022
2022

Publication Types

Select...
4

Relationship

1
3

Authors

Journals

citations
Cited by 4 publications
(3 citation statements)
references
References 34 publications
0
3
0
Order By: Relevance
“…For validation of the main governing Equation 15, a numerical example that deals with seepage through a dam under sudden change of the downstream water surface elevation is modified based on p. 53 and Problem 4.4(a), p. 89 in Wang and Anderson (1995) and can also be found in Kavvas et al (2020). This example corresponds to the case where b = 0, c = 0, γ = 0, q v = 0 (horizontal, no concavity, no water movement in the transverse direction and no vertical recharge) in Equation 15.…”
Section: Numerical Assessment Of the Developed Theorymentioning
confidence: 99%
“…For validation of the main governing Equation 15, a numerical example that deals with seepage through a dam under sudden change of the downstream water surface elevation is modified based on p. 53 and Problem 4.4(a), p. 89 in Wang and Anderson (1995) and can also be found in Kavvas et al (2020). This example corresponds to the case where b = 0, c = 0, γ = 0, q v = 0 (horizontal, no concavity, no water movement in the transverse direction and no vertical recharge) in Equation 15.…”
Section: Numerical Assessment Of the Developed Theorymentioning
confidence: 99%
“…Since the study area represents the reasonably uniform unconsolidated sediments (CGWB, 2011), we use the average specific yield (0.13) calculated from the gridded (0.1 × 0.1 ) map of India (Bhanja et al, 2016).The monthly gridded (1 × 1 ) GRACE TWS anomalies utilised in this study are available from the Center for Space Research (CSR), the Jet Propulsion Laboratory (JPL), and the GRGS GRACE solution (CNES/GRGS release RL03-v1) from the French space agency, Centre National D'études Spatiales (CNES). In order to reduce the uncertainty with different GRACE processing strategies (Shamsudduha & Taylor, 2020;Van Loon et al, 2017), we initially estimate the ensemble mean TWS from the three GRACE solutions during August 2002 to July 2016. The ensemble mean GWS is also calculated by removing other components of TWS, including soil moisture storage (SMS), surface water storage (SWS), and snow water storage (SNS).…”
Section: And Spaceborne Grace Datamentioning
confidence: 99%
“…With the rapid development of computer technology, generalized numerical simulation models based on groundwater flow systems have been widely applied in foreign studies [12,13]. In 1935, the appearance of the Theis formula had laid a foundation for the construction of unsteady flow models of groundwater flow systems [14].…”
Section: Introductionmentioning
confidence: 99%