Ciśnienie hydrostatyczne zależy od głębokości w następujący sposób [latex]p_h=dhg[/latex] a) [latex]p_h=(1000frac{kg}{m^3})(1,5m)(10frac{m}{s^2})=15000Pa=15kPa[/latex] b) [latex]p_h=(1000frac{kg}{m^3})(0,2m)(10frac{m}{s^2})=2000Pa=2kPa[/latex] c) [latex]p_h=(1000frac{kg}{m^3})(11000m)(10frac{m}{s^2})=0,11cdot 10^{9}Pa=0,11GPa[/latex]
[latex] h_{1} [/latex]=1,5m [latex] h_{2} [/latex]=20cm=0,2m [latex] h_{3} [/latex]=11km=11000m d=1000[latex] frac{kg}{m^{3}} [/latex] p=d*h*g [latex] p_{1} [/latex]=1000[kg/m3]*1,5[m]*10[m/s2] [latex] p_{1} [/latex]=15000[N/m2]=15000 [Pa] [latex] p_{2} [/latex]=1000[kg/m3]*0,2[m]*10[m/s2] [latex] p_{2} [/latex]=2000[N/m2]=2000 [Pa] [latex] p_{3} [/latex]=1000[kg/m3]*11000[m]*10[m/s2] [latex] p_{3} [/latex]=110000000[N/m2]=110000000 [Pa]=110000[kPa]
