Курсовая работа: Учебная геодезическая практика

h_ро1= (-0.274-0.274+0.03+0.005)/4=-0.135;

h_ро2= (-0.27-0.424+0.005-0.119)/4=-0.203;

h_ро3= (-0.424-0.584-0.119-0.317)/4=-0.361;

h_ро4= (-0.003+0.005)/4=0.002;

h_ро5= (0.421+0.238)/4=0.1647;

h_ро6= (0.05-0.119+0+0)/4=0.0285;

h_ро7= (0.238-0.004+0+0)/4=0.0585;

h_ро8= (-0.119-0.317+0+0)/4=-0.109;

h_ро9= (-0.004-0.127+0+0)/4=-0.3275;

h_ро10= (0.421+0.238+0.498+0.381)/4=0.3845;

h_ро11= (0.238+0.381-0.004+0.276)/4=0.3228;

h_ро12= (-0.004-0.127+0.276)/4=0.213;

h_ро12= -0.029/3=0.08.

9) Определение V земляной площадки

Vн.в. = S* h_ро

Vb1= 100*-0.135=13.5,

Vb2= 100*-0.203=20.3,

Vb3= 100*0.361=36.1,

Vн4= 32*0.002=0.064,

Vн5= 68*0.16475=11.203,

Vb6= 41.5*-0.0285=1.19,

Vн7= 58.5*0.0585=3.4225,

Vb8= 55*-0.109=5.995,

Vb9= 45*-0.3275=14.74,

Vн10= 100*0.3845=38.45,

Vн11= 100*0.32275=32.85,

Vн12= 91.75*0.0293=2.13,

Vb13= 8.25*-0.009667=0.08.

∑ Vн=87.55;