Opracowanie pionowych łuków kołowych trasy - obliczenia
1) Łuk 1-2-3
Dane :
R1 = 2400 m
H1= 110,716 m
H2 = 119,210 m
H3 = 112,702 m
ΔH1-2 = H2-H1 = 8,494 m ΔH2-3 = H3-H2 = -6,508 m
d1-2 = 1452,052 – 700 =752,052 d2-3= 2320,015- 1452,052 = 867,963 m
i1-2 =$\frac{{H}_{1 - 2}}{d_{1 - 2}}$= +0,011294 i2-3 =$\frac{{H}_{2 - 3}}{d_{2 - 3}}$ = -0,007498
t = $\frac{R}{2}$ * ׀(i1-2 ± i2-3) ׀=22,550 m
Hp= H2 ± i1-2 * t =118,955 m Hk = H2 ± i2-3 * t =119,041 m
WS =$\frac{t^{2}}{2R}$ =0,106 m HS = H2 –WS =119,104 m
2) Łuk 2-3-4
Dane :
R2= 4000 m
H2 = 119,210 m
H3 = 112,702 m
H4 = 105,514 m
ΔH2-3 = H3-H2 = -6,508 m ΔH3-4 = H4-H3 = -7,188 m
d2-3 = 867,963 m d3-4= 799,995 m
i2-3 =$\frac{{H}_{2 - 3}}{d_{2 - 3}}$= - 0,007498 i3-4=$\frac{{H}_{3 - 4}}{d_{3 - 4}}$ = -0,008951
t = $\frac{R}{2}$ *׀(i2-3 ± i3-4) ׀= 2,906 m
Hp= H3 ± i2-3 * t = 112,723 m Hk = H3 ± i3-4 * t = 112,675 m
WS = $\frac{t^{2}}{\ 2R}$ = 0,001 m Hs = H3- WS= 112,701 m
Opracowanie pionowych łuków kołowych trasy - obliczenia
3) Łuk 3-4-5
Dane:
R =4200 m
H3 = 112,702 m
H4 = 105,514 m
H5 =116,510 m
ΔH3-4 = H4-H3 = -7,188
ΔH4-5 = H5-H4 = 10,966
d3-4= 799,995m d4-5 = 2195,290 m
i3-4=$\frac{{H}_{3 - 4}}{d_{3 - 4}}$ =-0,008951 i4-5 =$\frac{{H}_{4 - 5}}{d_{4 - 5}}$=0,006994
t = $\frac{R}{2}$ * ׀ i3-4±i4-5 ׀= 33,485 m
Hp= H4 ± i3-4 * t = 105,814 m Hk = H4 ± i4-5 * t = 105,748 m
WS =$\frac{t^{2}}{2R}$ = 0,133 m Hs = H4+WS = 105,647 m