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Enrichment Ratio

The enrichment ratio is defined as the ratio of the concentration of bacteria transported with the sediment to the concentration of bacteria attached to soil partivles in the soil surface layer. SWAT+ calculates an enrichment ratio for each storm event which is used for the bacteria loading calculations. To calculate the enrichment ratio, SWAT+ uses a relationship described by Menzel (1980) in which the enrichment ratio is logarithmically related to sediment concentration. The equation used to calculate the bacteria enrichment ratio, Ξ΅bact:sed\varepsilon_{bact:sed}Ξ΅bact:sed​, for each storm event is:

Ξ΅bact:sed=0.78βˆ—(concsed,surq)βˆ’0.2468\varepsilon_{bact:sed}=0.78*(conc_{sed,surq})^{-0.2468}Ξ΅bact:sed​=0.78βˆ—(concsed,surq​)βˆ’0.2468 4:4.2.5

where concsed,surqconc_{sed,surq}concsed,surq​ is the concentration of sediment in surface runoff (Mg sed/m3^33 H2_22​O). The concentration of sediment in surface runoff is calculated:

concsed,surq=sed10βˆ—areahruβˆ—Qsurfconc_{sed,surq}=\frac{sed}{10*area_{hru}*Q_{surf}}concsed,surq​=10βˆ—areahruβ€‹βˆ—Qsurf​sed​ 4:4.2.6

where is the sediment yield on a given day (metric tons), is the HRU area (ha), and is the amount of surface runoff on a given day (mm HO).

Table 4:4-2: SWAT+ input variables that pertain to loading of bacteria attached to sediment.

Variable Name
Definition
Input File
sedsedsed
areahruarea_{hru}areahru​
QsurfQ_{surf}Qsurf​
2_22​

SOL_BD

ρb\rho_bρb​: Bulk density(Mg/m3^33)

.sol

Bacteria Attached to Sediment in Surface Runoff

Bacteria attached to soil particles may be transported by surface runoff to the main channel. This bacteria is associated with the sediment loading from the HRU and changes in sediment loading will be reflected in the loading of this form of bacteria. The amount of bacteria transported with sediment to the stream is calculated with a loading function developed by McElroy et al. (1976) and modified by Williams and Hann (1978) for nutrients.

bactlp,sed=0.0001βˆ—concsedlpbactβˆ—sedareahruβˆ—Ξ΅bact:sedbact_{lp,sed}=0.0001*conc_{sedlpbact}*\frac{sed}{area_{hru}}*\varepsilon_{bact:sed}bactlp,sed​=0.0001βˆ—concsedlpbactβ€‹βˆ—areahru​sedβ€‹βˆ—Ξ΅bact:sed​ 4:4.2.1

bactp,sed=0.0001βˆ—concsedpbactβˆ—sedareahruβˆ—Ξ΅bact:sedbact_{p,sed}=0.0001*conc_{sedpbact}*\frac{sed}{area_{hru}}*\varepsilon_{bact:sed}bactp,sed​=0.0001βˆ—concsedpbactβ€‹βˆ—areahru​sedβ€‹βˆ—Ξ΅bact:sed​ 4:4.2.2

where bactlp,sedbact_{lp,sed}bactlp,sed​ is the amount of less persistent bacteria transported with sediment in surface runoff (#cfu/m2^22), bactp,sedbact_{p,sed}bactp,sed​ is the amount of persistent bacteria transported with sediment in surface runoff (#cfu/m2^22), concsedlpbactconc_{sedlpbact}concsedlpbact​ is the concentration of less persistent bacteria attached to sediment in the top 10 mm (# cfu/ metric ton soil), concsedpbactconc_{sedpbact}concsedpbact​ is the concentration of persistent bacteria attached to sediment in the top 10 mm (# cfu/ metric ton soil), is the sediment yield on a given day (metric tons), is the HRU area (ha), and is the bacteria enrichment ratio.

The concentration of bacteria attached to sediment in the soil surface layer is calculated:

4:4.2.3

4:4.2.4

where is the amount of less persistent bacteria sorbed to the soil (#cfu/m), is the amount of persistent bacteria sorbed to the soil (#cfu/m), is the bulk density of the first soil layer (Mg/m), and is the depth of the soil surface layer (10 mm).

sedsedsed
areahruarea_{hru}areahru​
Ξ΅bact:sed\varepsilon_{bact:sed}Ξ΅bact:sed​
concsedlpbact=1000βˆ—bactlp,sorbρbβˆ—depthsurfconc_{sedlpbact}=1000*\frac{bact_{lp,sorb}}{\rho_b*depth_{surf}}concsedlpbact​=1000βˆ—Οbβ€‹βˆ—depthsurf​bactlp,sorb​​
concsedpbact=1000βˆ—bactp,sorbρbβˆ—depthsurfconc_{sedpbact}=1000*\frac{bact_{p,sorb}}{\rho_b*depth_{surf}}concsedpbact​=1000βˆ—Οbβ€‹βˆ—depthsurf​bactp,sorb​​
bactlpsorbbact_{lpsorb}bactlpsorb​
2^22
bactpsorbbact_{psorb}bactpsorb​
2^22
ρb\rho_bρb​
3^33
depthsurfdepth_{surf}depthsurf​