Rainfall is assumed to be saturated with oxygen. To determine the dissolved oxygen concentration of surface runoff, the oxygen uptake by the oxygen demanding substance in runoff is subtracted from the saturation oxygen concentration.
Oxsurfβ=OxsatββΞΊ1ββcbodsurqββ24tovββ 4:5.3.1
where Oxsurfβ is the dissolved oxygen concentration in surface runoff (mg O2β/L), Oxsatβ is the saturation oxygen concentration (mg O2β/L), ΞΊ1β is the CBOD deoxygenation rate (dayβ1), cbodsurqβ is the CBOD concentration in surface runoff (mg CBOD/L), and tovβ is the time of concentration for overland flow (hr). For loadings from HRUs, SWAT+ assumes ΞΊ1β = 1.047 dayβ1.
The amount of oxygen that can be dissolved in water is a function of temperature, concentration of dissolved solids, and atmospheric pressure. An equation developed by APHA (1985) is used to calculate the saturation concentration of dissolved oxygen:
Oxsatβ=exp[β139.34410+Twat,Kβ1.575701β105ββ(Twat,Kβ)26.642308β107β+(Twat,Kβ)31.243800β1010ββ(Twat,Kβ)48.621949β1011β]
4:5.3.2
where Oxsatβ is the equilibrium saturation oxygen concentration at 1.00 atm (mg O2β/L), and Twat,Kβ is the water temperature in Kelvin (273.15+Β°C).