Do problem # $14.$ from the back of Chapter $3$ in your text $($duplicated below$)$:

Hint: use eq$.$ # $3\mathrm{.}32$; show all your work: A confined aquifer has a specific storage

$(Ss)$ of $8\mathrm{.}8{10}^{-6}{m}^{-1}$ and a porosity of $0\mathrm{.}33.$ The compressibility of water $()$ is

$4\mathrm{.}6{10}^{-10}\frac{m^2}{N}.$ What is the compressibility of the aquifer skeleton $()?$

$($Eqn$.3-32)$

$]=1000\frac{kg}{m^3},(g)=[9\mathrm{.}80\frac{m}{s^2}[$:$=[Ss-{}_w]n\}$

Find the Total Energy per unit mass $(E_{tm})$ using the Bernoulli equation given the

following:

g $($acceleration due to gravity$)=9\mathrm{.}80\frac{m}{s^2}$

P $($the Fluid Pressure$)=1500\frac{N}{m^2}$

z $($the distance above a reference elevation$)=0\mathrm{.}75m$

$($rho$,$ the fluid density$)=1\mathrm{.}02{10}^{3}k\frac{g}{m^3}$

$v($the fluid velocity$)={10}^{-6}\frac{m}{s}$

The Bernoulli equation is:

$E_{tm}=(\frac{P}{p})+(gz)+(\frac{v^2}{2})$

Find $($A$)$ the Transmissivity $($T$)$ by using the Theim Equation;

and $($B$)$ the Hydraulic Conductivity $($K$)$: given the following:

$Q=$ pumping rate $=25,000f\frac{t^3}{d}$

$T=\{\frac{Q}{2(h_2-h_1)}\}ln(\frac{r_2}{r_1})$

$b=$ thickness $=24ft$

$r_1=125ft,r_2=315ft$

$h_1=273ft,h_2=291ft$