f_{a2}(t)

f_{a1}(t)

t = 6 (slider from 0 to 20, step 0.1)
a_2 = 3 (slider from 0 to 20, step 0.1)
f_{a2}(x) = 1 / 4 x^(3) - a_2 x^(2) + a_2^(2) x
a_1 = 2 (slider from 0 to 20, step 0.1)
f_{a1}(x) = 1 / 4 x^(3) - a_1 x^(2) + a_1^(2) x
H_{a1}: (2 / 3 a_1, 8 / 27 a_1^(3))
T_{a1}: (2 a_1, 0)
W_{a1}: (4 / 3 a_1, 4 / 27 a_1^(3))
H_{a2}: (2 / 3 a_2, 8 / 27 a_2^(3))
W_{a2}: (4 / 3 a_2, 4 / 27 a_2^(3))
T_{a2}: (2 a_2, 0)
f = Integral(f_{a2}, 0, t)
text1: "Geflossenes\;Wasservolumen_{a2}" + "=" + f + "" + "\cdot 10^9 Liter"
a = Integral(f_{a1}, 0, t)
text2: "Geflossenes\;Wasservolumen_{a1}" + "=" + a + "" + "\cdot 10^9 Liter"
t_0: 3 / 2 * (a_1 + a_2)
text3: "Gleicher Wasserfluss zum Zeitpunkt t_0 =" + t_0 + ""