Two fully penetrating wells are dug 1.4 km apart in a homogenous confined aquifer. The difference in their piezometric levels is 4.0 m. The groundwater flow is steady and unidirectional. If the aquifer has a hydraulic conductivity of $3.5\ m\cdot day^{-1}$ and effective porosity of 40%, the time taken for water to move from one well to the other in days is _____________. [in integer]
This solution calculates the time required for groundwater to travel between two wells in a confined aquifer, considering the given parameters like distance, piezometric difference, hydraulic conductivity, and effective porosity.
The time of travel ($t$) is determined by the distance ($L$) and the average linear velocity (seepage velocity, $v_x$) of the groundwater. The formula is:
$ t = \frac{L}{v_x} $
The seepage velocity ($v_x$) is calculated using the hydraulic conductivity ($K$), the hydraulic gradient ($i$), and the effective porosity ($n_e$):
$ v_x = \frac{K \cdot i}{n_e} $
The hydraulic gradient ($i$) is the ratio of the difference in piezometric levels ($\Delta h$) to the distance between the wells ($L$):
$ i = \frac{\Delta h}{L} $
Combining these, the time of travel can be expressed as:
$ t = \frac{L \cdot n_e}{K \cdot i} = \frac{L^2 \cdot n_e}{K \cdot \Delta h} $
$ i = \frac{\Delta h}{L} = \frac{4.0\ m}{1400\ m} = \frac{1}{350} $
$ v_x = \frac{K \cdot i}{n_e} = \frac{(3.5\ m\cdot day^{-1}) \cdot (\frac{1}{350})}{0.40} = \frac{3.5}{140}\ m\cdot day^{-1} = 0.025\ m\cdot day^{-1} $
$ t = \frac{L}{v_x} = \frac{1400\ m}{0.025\ m\cdot day^{-1}} = 56000\ days $
$ t = \frac{L^2 \cdot n_e}{K \cdot \Delta h} = \frac{(1400\ m)^2 \cdot 0.40}{(3.5\ m\cdot day^{-1}) \cdot (4.0\ m)} = \frac{1960000 \cdot 0.40}{14.0}\ days = \frac{784000}{14}\ days = 56000\ days $
The time taken for water to move from one well to the other is 56000 days.
Two reservoirs having a difference of 20 m in their water surface elevations are connected through a confined aquifer (thickness = 5 m, length = 2 km, hydraulic conductivity $K = 3 \times 10^{-3}$ m/s, and porosity $\eta = 0.3$) as shown in the following figure (drawn not to scale). 
If the Reservoir 1 is contaminated by a pollutant then the time (in days, rounded off to one decimal place) taken by the pollutant to reach to the Reservoir 2 under advection will be ________