Ures = Uriver + Uwind + Ucoastal
Uriver = Qr / (W Γ H)
Uwind = Οw Γ Cd / (Ο Γ H)
Οw = Οair Γ Cd Γ U10Β²
Where: Qr=river discharge, W=width, H=depth, Οw=wind stress
M = (Etidal + Ewind) / (1 + NΒ²)
Etidal = UtidalΒ³
Ewind = U10Β³ / F
NΒ² = (g/Ο) Γ (βΟ/βz)
Where: NΒ²=buoyancy frequency, F=fetch length, g=gravity
CI = (Ures Γ M) / (1 + βΟ/βz)
βΟ/βz β Ξ² Γ (Sbottom - Ssurface) / H
Ξ² = 0.78 kg/mΒ³/psu (haline contraction)
Where: Ξ²=haline contraction coefficient, S=salinity
Tf = Vestuary / Qexchange
Vestuary = W Γ H Γ L
Qexchange = Qriver + Qtidal
Qtidal = Utidal Γ W Γ H
Where: L=estuary length, Q=volumetric flow rate