1. Torque balance
About the pivot pin, with the pole at angle θ above horizontal (bucket side down positive), arms Lc = f L and Lb = (1 - f) L, pole centre offset d = L/2 - Lc:
tau_net = g cos(theta) (m_b L_b + m_p d - m_c L_c)
F = tau_net / (L_b cos(theta)) = g (m_b L_b + m_p d - m_c L_c) / L_b
2. Mechanical advantage and the best counterweight
VR = L_b / L_c m_c* = ((m_e + m_w/2) L_b + m_p d) / L_c
at m_c*: F = -/+ m_w g / 2 (equal effort down and up)
load benefit B = (m_e + m_w) g / F_peak
3. Rotational dynamics
I theta'' = tau_net + tau_op - c theta'
I = m_b L_b^2 + m_c L_c^2 + m_p L^2/12 + m_p d^2 (velocity Verlet, dt = 1/240 s)
rope tension T = m_b (g + a_y), a_y = vertical acceleration of the bucket
4. Energy and work
E = 1/2 I omega^2 - g sin(theta) (m_b L_b + m_p d - m_c L_c) (constant without damping)
W_op = integral F v dt = m_w g depth (a sweep cuts the force, not the work)
5. Filling the bucket
dy/dt = Cd r sqrt(2 g (H - y)), r = A_mouth / A_bucket
t_fill = sqrt(2/g) / (Cd r) (sqrt(H) - sqrt(H - y_f)), y_f = 0.95 H
6. Structure (cantilever)
sigma = M r / I_a, M = m_b g L_b, I_a = pi r^4 / 4
delta = F L_b^3 / (3 E I_a), f = (1/2 pi) sqrt(k / m_b), tau_pin = R / (pi d_pin^2 / 4)
Simplifications
One degree of freedom (the pole angle). The bucket is a point mass at the pole tip in the dynamics, the rope is inextensible and drawn nearly vertical, the pole is rigid in the dynamics and its flex is a static readout, no groundwater (see the sibling lab for that), no wind. Wood properties (E 10 GPa, strength 40 MPa) and the orifice coefficient Cd = 0.6 are typical textbook values: verify before relying on them. The stone and bucket numbers are model choices.
Educational model with rigid-pole dynamics and static structure readouts; not an engineering design for a real well. The Overload preset only drops the bucket side over empty ground, never over a person. "Zhuravel" is the transliterated name of a traditional well sweep (called a shadoof elsewhere).