Consider the 1-D Steady-state version of the groundwarter flow equation:
(d2h)/(dh2)+(R/T)=0
For a confined aquifer with boundary conditions:
h=0 at x=0 and h=0 at x=1000m. Find the anylitical solution for the head in this aquifer for general R and T with R not equal to 0.
Is the answer still 0 because there is no gradient?
Please explain step by step.
Thanks in advance.
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