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Table 4 List of SWAT input parameters and values used for each management practice

From: The impact of future climate and land use/cover change on water resources in the Ndembera watershed and their mitigation and adaptation strategies

Management practice

SWAT input table

Parameters

Parameter description

Value

Filter strips

Management (.Mgt)

FILTERW

Width of the edge of field filter strips (m)

30*

Operations (.Ops)

FILTER_RATIO

Ratio of field area to filter strip area (unitless)

40

Operations (.Ops)

FILTER_CON

Fraction of the HRU which drains to the most concentrated ten percent of the filters strip area

0.5

Operations (.Ops)

FILTER_CH

Fraction of the flow within the most concentrated ten percent of the filter strip which is fully channelized (dimensionless)

0

Grassed waterways

Operations (.Ops)

GWATN

Manning’s “n” value for overland flow

0.35

Operations (.Ops)

GWATL

Grass waterway length (km)

1000

Operations (.Ops)

GWATW

Average width of grassed waterway (m)

10*

Operations (.Ops)

GWATD

Depth of grassed waterway channel from top of bank to bottom (m)

1

Operations (.Ops)

GWATS

Average slope of grassed waterway channel

HRU slope × 0.75

Terraces and contour

Operations (.Ops)

TERR_CN

Curve number

62**

Operations (.Ops)

TERR_SL

Average slope length (m)

61***

Operations (.Ops)

CONT_CN

Initial SCS curve number II value

62**

Deep ripper subsoiler

Management (.Mgt)

CNOP

SCS runoff curve number for moisture conditions II

62**

  1. * User defined value based on knowledge from the field. ** Adopted from Table 20-1 of runoff curve numbers for cultivated agricultural lands (Arnold et al. 2013). *** Values from the calibrated SWAT model. Other values without the asterisk (*) were default values from the SWAT database