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Tile Flow

When drainage tiles are installed in a pothole, the pothole will contribute water to the main channel through tile flow. The pothole outflow originating from tile drainage is:

Vflowout=qtile∗86400V_{flowout}=q_{tile}*86400Vflowout​=qtile​∗86400 if V>qtile∗86400V>q_{tile}*86400V>qtile​∗86400 8:1.3.12

Vflowout=VV_{flowout}=VVflowout​=V if V≤qtile∗86400V \le q_{tile}*86400V≤qtile​∗86400 8:1.3.13

where VflowoutV_{flowout}Vflowout​ is the volume of water flowing out of the water body during the day (m3^33 H2_22​O), qtileq_{tile}qtile​ is the average daily tile flow rate (m3^33/s), and VVV is the volume of water stored in the pothole (m3^33 H2_22​O).

Table 8:1-3: SWAT+ input variables that pertain to potholes.

Variable Name
Definition
File Name

Release/impound action code: 0: impound, 1: release

.mgt

SLOPE

: Slope of the HRU (m/m)

.hru

POT_FR

: Fraction of the HRU area draining into the pothole

.hru

EVLAI

: Leaf area index at which no evaporation occurs from the water surface

.bsn

POT_VOLX

: Maximum amount of water that can be stored in the pothole (mm)

.hru

POT_TILE

: Average daily tile flow rate (mm)

.hru

IPOT

Number of HRU that is impounding water (that contains the pothole)

.hru

MONTH/DAY or HUSC

Timing of release/impound operation.

.mgt

MGT_OP

Operation code. MGT_OP = 13 for release/impound operation

.mgt

IMP_TRIG

slpslpslp
frpotfr_{pot}frpot​
LAIevapLAI_{evap}LAIevap​
Vpot,mxV_{pot,mx}Vpot,mx​
qtileq_{tile}qtile​