The local settling rate of algae represents the net removal of algae due to settling. The user defines the local settling rate of algae at 20C. The settling rate is adjusted to the local water temperature using the relationship:
7:3.1.18
where is the local settling rate of algae (m/day or m/hr), is the local algal settling rate at 20C (m/day or m/hr), and is the average water temperature for the day or hour (C).
Table 7:3-1: SWAT+ input variables used in algae calculations.
Variable Name | Definition | File Name |
---|---|---|
AI0
: Ratio of chlorophyll a to algal biomass ( chla/mg alg)
.wwq
IGROPT
Algal specific growth rate option
.wwq
MUMAX
: Maximum specific algal growth rate (day)
.wwq
K_L
: Half-saturation coefficient for light (MJ/m-hr)
.wwq
TFACT
: Fraction of solar radiation that is photosynthetically active
.wwq
LAMBDA0
: Non-algal portion of the light extinction coefficient (m)
.wwq
LAMBDA1
: Linear algal self shading coefficient (m (-chla/L))
.wwq
LAMBDA2
: Nonlinear algal self shading coefficient (m(-chla/L))
.wwq
K_N
: Michaelis-Menton half-saturation constant for nitrogen (mg N/L)
.wwq
K_P
: Michaelis-Menton half-saturation constant for phosphorus (mg P/L)
.wwq
RHOQ
: Local algal respiration rate at 20C (day)
.wwq
RS1
: Local algal settling rate at 20C (m/day)
.swq
The local respiration or death rate of algae represents the net effect of three processes: the endogenous respiration of algae, the conversion of algal phosphorus to organic phosphorus, and the conversion of algal nitrogen to organic nitrogen. The user defines the local respiration rate of algae at 20C. The respiration rate is adjusted to the local water temperature using the relationship:
7:3.1.17
where is the local respiration rate of algae (day or hr), is the local algal respiration rate at 20C (day or hr), and is the average water temperature for the day or hour (C).
The local specific growth rate of algae is a function of the availability of required nutrients, light and temperature. SWAT+ first calculates the growth rate at 20°C and then adjusts the growth rate for water temperature. The user has three options for calculating the impact of nutrients and light on growth: multiplicative, limiting nutrient, and harmonic mean.
The multiplicative option multiplies the growth factors for light, nitrogen and phosphorus together to determine their net effect on the local algal growth rate. This option has its biological basis in the mutiplicative effects of enzymatic processes involved in photosynthesis:
7:3.1.3
where is the local specific algal growth rate at 20°C (day or hr), is the maximum specific algal growth rate (day or hr), is the algal growth attenuation factor for light, is the algal growth limitation factor for nitrogen, and is the algal growth limitation factor for phosphorus. The maximum specific algal growth rate is specified by the user.
The limiting nutrient option calculates the local algal growth rate as limited by light and either nitrogen or phosphorus. The nutrient/light effects are multiplicative, but the nutrient/nutrient effects are alternate.
The algal growth rate is controlled by the nutrient with the smaller growth limitation factor. This approach mimics Liebig’s law of the minimum:
7:3.1.4
where is the local specific algal growth rate at 20°C (day or hr), is the maximum specific algal growth rate (day or hr), is the algal growth attenuation factor for light, is the algal growth limitation factor for nitrogen, and is the algal growth limitation factor for phosphorus. The maximum specific algal growth rate is specified by the user.
The harmonic mean is mathematically analogous to the total resistance of two resistors in parallel and can be considered a compromise between equations 7:3.1.3 and 7:3.1.4. The algal growth rate is controlled by a multiplicative relation between light and nutrients, while the nutrient/nutrient interactions are represented by a harmonic mean.
7:3.1.5
where is the local specific algal growth rate at 20°C (day or hr), is the maximum specific algal growth rate (day or hr), is the algal growth attenuation factor for light, is the algal growth limitation factor for nitrogen, and is the algal growth limitation factor for phosphorus. The maximum specific algal growth rate is specified by the user.
Calculation of the growth limiting factors for light, nitrogen and phosphorus are reviewed in the following sections.
Algal Growth Limiting Factor for Light.
A number of mathematical relationships between photosynthesis and light have been developed. All relationships show an increase in photosynthetic rate with increasing light intensity up to a maximum or saturation value. The algal growth limiting factor for light is calculated using a Monod half-saturation method. In this option, the algal growth limitation factor for light is defined by a Monod expression:
7:3.1.6
where is the algal growth attenuation factor for light at depth , is the photosynthetically-active light intensity at a depth below the water surface (MJ/m-hr), and is the half-saturation coefficient for light (MJ/m-hr). Photosynthetically-active light is radiation with a wavelength between 400 and 700 nm. The half-saturation coefficient for light is defined as the light intensity at which the algal growth rate is 50% of the maximum growth rate. The half-saturation coefficient for light is defined by the user.
Photosynthesis is assumed to occur throughout the depth of the water column. The variation in light intensity with depth is defined by Beer’s law:
For daily simulations, an average value of the algal growth attenuation factor for light calculated over the diurnal cycle must be used. This is calculated using a modified form of equation 7:3.1.8:
Algal Growth Limiting Factor for Nutrients
The algal growth limiting factor for nitrogen is defined by a Monod expression. Algae are assumed to use both ammonia and nitrate as a source of inorganic nitrogen.
The algal growth limiting factor for phosphorus is also defined by a Monod expression.
7:3.1.7
where is the photosynthetically-active light intensity at a depth below the water surface (MJ/m-hr), is the photosynthetically-active solar radiation reaching the ground/water surface during a specific hour on a given day (MJ/m-hr), is the light extinction coefficient (m), and is the depth from the water surface (m). Substituting equation 7:3.1.7 into equation 7:3.1.6 and integrating over the depth of flow gives:
7:3.1.8
where is the algal growth attenuation factor for light for the water column, is the half-saturation coefficient for light (MJ/m-hr), is the photosynthetically-active solar radiation reaching the ground/water surface during a specific hour on a given day (MJ/m-hr), is the light extinction coefficient (m), and is the depth of water in the channel (m). Equation 7:3.1.8 is used to calculated for hourly routing. The photosynthetically-active solar radiation is calculated:
7:3.1.9
where is the solar radiation reaching the ground during a specific hour on current day of simulation (MJ m h), and is the fraction of solar radiation that is photosynthetically active. The calculation of is reviewed in Chapter 1:1. The fraction of solar radiation that is photosynthetically active is user defined.
7:3.1.10
where is the fraction of daylight hours, is the daylight average photosynthetically-active light intensity (MJ/m-hr) and all other variables are defined previously. The fraction of daylight hours is calculated:
7:3.1.11
where is the daylength (hr). is calculated:
7:3.1.12
where is the fraction of solar radiation that is photosynthetically active, is the solar radiation reaching the water surface in a given day (MJ/m), and is the daylength (hr). Calculation of and are reviewed in Chapter 1:1.
The light extinction coefficient, , is calculated as a function of the algal density using the nonlinear equation:
7:3.1.13
where is the non-algal portion of the light extinction coefficient (), is the linear algal self shading coefficient (, is the nonlinear algal self shading coefficient , is the ratio of chlorophyll to algal biomass ( chla/mg alg), and is the algal biomass concentration (mg alg/L).
Equation 7:3.1.13 allows a variety of algal, self-shading, light extinction relationships to be modeled. When , no algal self-shading is simulated. When and , linear algal self-shading is modeled. When and are set to a value other than 0, non-linear algal self-shading is modeled. The Riley equation (Bowie et al., 1985) defines and .
7:3.1.14
where is the algal growth limitation factor for nitrogen, is the concentration of nitrate in the reach (mg N/L), is the concentration of ammonium in the reach (mg N/L), and is the Michaelis-Menton half-saturation constant for nitrogen (mg N/L).
7:3.1.15
where is the algal growth limitation factor for phosphorus, is the concentration of phosphorus in solution in the reach (mg P/L), and is the Michaelis-Menton half-saturation constant for phosphorus (mg P/L).
The Michaelis-Menton half-saturation constant for nitrogen and phosphorus define the concentration of N or P at which algal growth is limited to 50% of the maximum growth rate. Users are allowed to set these values. Typical values for range from 0.01 to 0.30 mg N/L while will range from 0.001 to 0.05 mg P/L.
Once the algal growth rate at 20C is calculated, the rate coefficient is adjusted for temperature effects using a Streeter-Phelps type formulation:
7:3.1.16
where is the local specific growth rate of algae (day or hr), is the local specific algal growth rate at 20C (day or hr), and is the average water temperature for the day or hour (C).
Growth and decay of algae/chlorophyll is calculated as a function of the growth rate, the respiration rate, the settling rate and the amount of algae present in the stream. The change in algal biomass for a given day is:
7:3.1.2
where is the change in algal biomass concentration (mg alg/L), is the local specific growth rate of algae (day or hr), is the local respiration or death rate of algae (day or hr), is the local settling rate for algae (m/day or m/hr), is the depth of water in the channel (m), is the algal biomass concentration at the beginning of the day (mg alg/L), and is the flow travel time in the reach segment (day or hr). The calculation of depth and travel time are reviewed in Chapter 7:1.