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Sediment in Lateral & Groundwater Flow

SWAT+ allows the lateral and groundwater flow to contribute sediment to the main channel. The amount of sediment contributed by lateral and groundwater flow is calculated:

sedlat=(Qlat+Qgw)∗areahru∗concsed1000sed_{lat}=\frac{(Q_{lat}+Q_{gw})*area_{hru}*conc_{sed}}{1000}sedlat​=1000(Qlat​+Qgw​)∗areahru​∗concsed​​ 4:1.5.1

where sedlatsed_{lat}sedlat​ is the sediment loading in lateral and groundwater flow (metric tons), QlatQ_{lat}Qlat​ is the lateral flow for a given day (mm H2_22​O), QgwQ_{gw}Qgw​ is the groundwater flow for a given day (mm H2_22​O), areahruarea_{hru}areahru​ is the area of the HRU (km2^22), and concsed conc_{sed}concsed​ is the concentration of sediment in lateral and groundwater flow (mg/L).

Table 4:1-8: SWAT+ input variables that pertain to sediment lag calculations.

Variable Name
Definition
Input File

LAT_SED

concsedconc_{sed}concsed​: Concentration of sediment in lateral and groundwater flow (mg/L)

.hru