Granthaalayah
SOIL EROSION RISK ESTIMATION BY USING SEMI EMPIRICAL RUSLE MODEL: A CASE STUDY OF NUN WATERSHED, UTTARAKHAND

SOIL EROSION RISK ESTIMATION BY USING SEMI EMPIRICAL RUSLE MODEL: A CASE STUDY OF NUN WATERSHED, UTTARAKHAND

 

Yudhaveer Singh 1Icon

Description automatically generated, Dipak Bej 2, Priya 3

 

1 Project Scientist, Chhattisgarh Council of Science and Technology, Raipur, Chhattisgarh, India

2 Research Scholar, Pt. Ravi Shankar Shukla University, Raipur, Chhattisgarh, India

3 Alumnus, Indian Institute of Remote Sensing, Dehradun, Uttarakhand, India

 

Background pattern

Description automatically generated

A picture containing logo

Description automatically generated

ABSTRACT

Day by day numerous population pressure on land and due industrialization there is a vigorous increase of temperature increase in atmosphere, acid rain along with Deforestation definitely degrade the quality the of land. It should have to evaluate the land for estimate the quality of soil and find out the nutrition status as well as the soil health. The present study with the help of Geographic Information System (GIS) platform to estimation erosion risk following Revised Soil Loss Erosion Model (RUSLE). The physiographic soil map has been prepared through visual interpretation of LISS-4 satellite image from which soil erodibility factor is derived. The Digital Elevation Model (DEM) prepared from the contour line derived from toposheet and GPS survey. In the model (Slope Length) LS factor was derived from the DEM. Crop Cover and Support Practices Map (C and P) factor derived from the LULC map.it has been found that 15.90 % under very high category erosion, 5.49 % high erosion,7.03 % under moderate high erosion, 8.54 % under moderate erosion,11.69 % under low erosion, and 51.36 % under very low erosional prone area.

 

Received 16 April 2022

Accepted 15 May 2022

Published 11 June 2022

Corresponding Author

Yudhaveer Singh,

yudhaveer1987@gmail.com

DOI 10.29121/granthaalayah.v10.i5.2022.4592  

Funding: This research received no specific grant from any funding agency in the public, commercial, or not-for-profit sectors.

Copyright: © 2022 The Author(s). This work is licensed under a Creative Commons Attribution 4.0 International License.

With the license CC-BY, authors retain the copyright, allowing anyone to download, reuse, re-print, modify, distribute, and/or copy their contribution. The work must be properly attributed to its author.

 

Keywords: Dem, Erosion, Gis, Rusle, Vigorous

 

 

 


1. INTRODUCTION

The soil is a natural skin of the earth body which contain mineral and organic constituents, differentiated into different horizons of variable physical, chemical also biological characteristic such as dept, texture, structure, colour, mineral content etc.

The LULC change analysis has been prepared with the help of out using Resource sat LISS III and LANDSAT-8 OLI satellite data. Saha et al. (1992) Discussed about the erosion prone area of Sukhna Lake catchment, north India using IRS 1D LISS for land use/ land cover mapping with a classification accuracy of 83 percent Shirmali et al. (2002). Universal soil loss erosion model has been used to estimate the average rate of soil erosion for different combination of crop practice system which associate with different types of soil, climate, relief, slope Jain and Kothyari (2000) Demonstrated that Remote Sensing and GIS and technique can be integrated with USLE successfully and effectively for prediction of soil loss erosion Wischmeier and Smith (1965) Study of the ground water impact on soil erosion CGWB (2009) various types of parameters like land use land cover, Physiographic unit map, slope and texture map has been prepared for soil erosion Bhattacharya  (1997)

 Evaluate the physiographic and metamorphic characteristic to ensure sustainable land use to predict the land degradation. Bhushan and Khera (2002) GIS technology to predict the annual soil erosion rates 56 tonnes/ha/yr. fall under highest category, which has been seen basically rain fed cultivated areas, which is affected by slop and relief. The lowest soil erosion bellow 1 tone/ha/yr. are found under dense forest. Shrestha (1997)

 

1.1. STUDY AREA

The study area is located in Dehradun district of Uttarakhand. The Nun Watershed is located between 300 20’ 12” N to 300 27’ 52” N latitude and 770 56’ 05” E to 780 08’ 55” E longitude. The study area covered with a terrace agriculture, dense Sal Forest, mixed forest, dense scrub, degraded forest, open forest, open scrub, orchards etc. The climate of the study area is like moderate temperature with cool winter of its absolute location near foothill of Himalaya.

Figure 1

                                                                           Diagram

Description automatically generated

Figure 1 Location map of the Study area

2. MATERIALS AND METHODS

The required data has been taken from different sources as like rainfall data of 25 year has been collected from District Administration of Dehradun. And rest of the data details has been given below Table 1 and Table 2

Table 1

Table 1 Satellite data of the Study area

LISS-IV images

Date

Path No.

Row No.

1

17-OCT,2020

96

49

2

7-OCT,2020

96

50

 

Table 2

Table 2 Topographical sheet of the Study area

SL. NO.

Toposheet No.

Scale

1

53F/15

1:50000

2

53J/3

1:50000

 

Following are the steps of methodology which objectives these are preparation of LULC MAP, Physiographic map, Slope map, Digital soil map, slope length factor map, crop cover and support practice factor map and finally prepare soil erosion risk map. 

Figure 2

                                                                           Diagram

Description automatically generated

Figure 2 Methodology for revised soil loss erosion model

 

3. RESULTS AND DISCUSSIONS

Physiographic Soil Map

In physiographic map physiographic units are divided into fifteen parts. These units are divided on the basis of slope steepness. The watershed falls under the hills and river terraces. Each unit have its own characteristics on the basis of soil, vegetation, and slope. The total area of the physiographic unit is 8819.51 hectare and each units have different area.

Table 3

Table 3 Physiographic Unit and percentage of area

Physiographic unit

PH Unit

Area (ha.)

Area (%)

Steep Himalayas (scrub)

H1

471.6225

5.54

Steep Himalayas (agriculture)

H2

677.755

7.96

Steep Himalayas (dense forest)

H3

19.9675

0.23

Upper piedmont (scrub)

UP1

724.6125

8.51

Upper piedmont (dense forest)

UP2

838.86

9.85

Upper piedmont (agriculture)

UP3

24.735

0.29

Middle piedmont (scrub)

MP1

64.6175

0.76

Middle piedmont (dense forest)

MP2

707.3375

8.3

Middle piedmont (agriculture)

MP3

283.5775

3.33

Middle piedmont (orchard)

MP4

751.9075

8.83

Lower piedmont (dense forest)

LP1

164.3175

1.93

Lower piedmont (agriculture)

LP2

1894.1275

22.24

Lower piedmont (current fallow)

LP3

471.6225

5.54

Residual hill

R1

677.755

7.96

River terrace

R2

19.9675

0.23

River

R3

724.6125

8.51

Total

8517.395

100

 

Figure 3

                                                                           Map

Description automatically generated

Figure 3 Physiographic Soil Map

Table 4

Table 4 Physiographic Unit wise Soil properties

Sl. No.

PH unit

Slope (%)

Drainage

Surface Stones

Texture

Erosion

pH

EC

1

H11

15-25

Excessive

40-75

Sl

E1/e2

4.95

0.032

2

H12

15-25

Excessive

40-75

Sl

E2/e3

5.24

0.063

3

H13

60-70

Excessive

40-75

Sl

E2

5.31

0.041

4

P11

15-Oct

Well

15-40

Sil

E1

5.66

0.066

5

P12

10-Jul

Excessive

15-40

Sl

E2/e3

5.49

0.094

6

P13

7-May

Moderate

<15

L

E1

5.77

0.062

7

P21

8-May

Well

<15

Sil

E2

5.63

0.05

8

P22

2-Jan

Well

<15

Sil

E1

5.42

0.04

9

P23

3-Feb

Well

<15

Sil

E1

4.87

0.04

10

P24

8-May

Well

<15

L

E1

5.85

0.086

11

P31

8-May

Well

<15

Sil

E2/e3

5.61

0.073

12

P32

5-Mar

Well

<15

Sil

E1

5.42

0.061

 

3.1. LAND USE LAND COVER

The major land use land cover of the study area is orchard, dense forest, barran land, open scrub, settlement, degraded forest forest, riverbed, dense scrub, agriculture, current fellow. The total area of the study region is 8819.51 ha. Agriculture area covered with 62.41 % whereas open scrub covered with 6 percentage.

Figure 4

                                                                          A picture containing chart

Description automatically generated

Figure 4 Landuse Landcover map of the study area

 

3.2. SLOPE FACTOR

Slope map was prepared using Digital Elevation Model. Slope was used for calculating LS factor. The digital elevation map (DEM) prepared with the help of Contour map. In the model LS factor was derived from the DEM. The slope of the watershed lies between gentle slope to very steep slope.

Figure 5

                                                                          Map

Description automatically generated 

Figure 5 Slope of study area in percentage

 

3.3. RAINFALL EROSIVITY FACTOR

Rainfall Erosivity factor has been calculated with the average rainfall of the twenty-five years. twenty-five-year average rainfall is 2051.4mm. The equation, is calculating the rainfall Erosivity, is-

 

                              R= 81.5+0.375*X (where, X= mean annual rainfall)

                              R= 81.5+0.375*2051.4

 

Figure 6

                                                                            Chart

Description automatically generated

Figure 6 Monthly rainfall data

 

3.4. COVER AND MANAGEMENT PRACTICE AND SUPPORT PRACTICE FACTOR

There are ten Landuse and Landcover classes have been found in the study area. LULC analysis showed that dense forest covered 62.40 %, degraded forest covered 5.44%, agricultural land covered 4.36%, dense scrub covered 3.23 %, open scrub covered 6.98 %, riverbed 5.84 %, and C and P factor derived from the LULC map. The C value varies from between 0.004-1 and the P value varies between 0.3 -1.

Table 5

Table 5 C and P value of land use and land cover

Unit

C Value

P value

Orchards

0.01

0.4

Dense Forest

0.004

0.8

Barren Land

1

1

Open Scrub

0.8

0.8

Settlement

0

0

Degraded Forest

0.04

0.8

Riverbed

0

0

Dense Scrub

0.08

0.8

Agriculture

0.2

0.3

Crop II

0.3

0.3

 

Figure 7

                                                                           A picture containing chart

Description automatically generated

Figure 7 Crop Cover and Support Practices Map

 

 

 

 

3.5. ESTIMATION OF SOIL EROSION

RUSLE soil erosion risk map has been prepared after generated of all parameter map.  The formula to generate the soil erosion risk is as below:

A= R * K* L* S* C *P

it has been found that 15.90 % under very high category erosion, 5.49 % high erosion,7.03 % under moderate high erosion, 8.54 % under moderate erosion,11.69 % under low erosion, and 51.36 % under very low erosional prone area. ion.

Table 6

Table 6

Classes

Soil Loss(tons/ha/yr.)

Area (ha)

Area (%)

Very Low

0-10

4253.1

51.36

Low

25-Oct

967.842

11.69

Moderate

25-50

706.885

8.54

Moderate high

50-100

581.745

7.03

High

100-200

454.537

5.49

Very high

>200

1316.897

15.9

Total

8281.07

100

 

Figure 8

                                                                           Map

Description automatically generated

Figure 8 Areal extent of Soil Risk in Nun watershed

 

Figure 9

                                                                           Chart

Description automatically generated

Figure 9 category of aerial extent of Soil Risk in Nun watershed

 

4. CONCLUSIONS AND RECOMMENDATIONS

The study area situated in Dehradun district Uttarakhand with objectives of estimation of soil risk are in the Nun watershed using Remote Sensing and GIS techniques. Remote sensing weight age overlay analysis is used to estimation the soil loss. The soil loss risk map which shown that total soil loss of the study area is 25-50 tons/ha/yr. the high erosion area found on high degree of slope along with high intensity of rainfall. The soil loss of low land or plane area is countable because of unsustainable Landuse pattern. Major findings are -

1)     Average soil loss of the Nun watershed is 25-50 tons/ha/yr.

2)     Major cause of soil erosion is high degree of slope, high intensity of rainfall and deforestation.

3)     Highest soil loss area has been found on scrub land, fallow, barren land.

4)     Lowest soil loss area has been found on dense forest.

 

CONFLICT OF INTERESTS

None. 

 

ACKNOWLEDGMENTS

None.

 

REFERENCES

Adinarayana, J. Rao, K. G. Krishna, N. R. Venkatachalam, P. and Suri, J. K. (1999). A Rule Based Soil Erosion Model for a Hilly Catchment, 37, 309-318. https://doi.org/10.1016/S0341-8162(99)00023-5

Bhattacharya, S. K. (1997). Erosion Assessment of Rakti Basin of the Darjeeling Himalaya Indian J. Soil Conservation. 25(3), 173-176.

Bhushan, B. Khera, K. L. (2002). Characteristics and erosion risks rating of soils of Patiala-Ki -Rao -Watershed in the lower Shiwalic of Punjab- Indian Journal of Soil Conservation, 30(1).

Bonta, J. V. and Hamon, W. R. (1980). Preliminary Evaluations of a Sediment Pond Draining a Surface Mined Watershed. Symposium on Surface Mining Hydrology, Sedimentology and Reclamation, University of Kentucky, Lexington, 371-381.

CGWB, (2009). Central Ground Water Board (CGWB), Uttaranchal Region, Ministry of Water Resources, Government of India, Delhi.

Desmet, P. J. J. and Govers G. (1996). A GIS Procedure for Automatically Calculating the USLE LS Factor on Topographically Complex Landscape Units ; J. Soil Water Conservation. 51, 427-433.

Doidato, N. (2004). Estimating RUSLE's Rainfall Factor in the Part of Italy with Mediterranean Rainfall Regime, Hydrology and Earth System Sciences. 8(1), 103-107. https://doi.org/10.5194/hess-8-103-2004

Dutta, P. (1999). Estimation of Soil Erosion Loss & Landuse Planning using Remote Sensing & GIS, Post Graduate Diploma Report, 181-186.

Jain, M. K. Kothyari, U. C. (2000). Estimation of soil erosion and sediment yield using GIS. Hydrol Sci, 45(4), 771-786. https://doi.org/10.1080/02626660009492376

Mohamed, M. and Aggarwal, S. (1997). Application of Remote Sensing and GIS on Soil Erosion Assessment at Bata River Basin, India, ACRS, Proceedings.

Saha, S. K. Bhatacharjee, J. Lalengzuva, C. and Pende, L. M. (1992). Prioritization of sub watersheds based on erosion loss estimates - A Case Study of Part of Song, River Watershed, Doon Valley Using Digital Satellite Data. Proc. National Symposium on, Remote Sensing for Sustainable Development, 181-186.

Saha, S.K. Kudrat, M. and Bhan, S. K. (1990). Digital Processing of Landsat-TM Data for Watershed Mapping Parts of Aligarh Districts (U.P), India. Int. J. Remote Sensing, 11(3), 485-492. https://doi.org/10.1080/01431169008955034

Shrestha, D. P. (1997). Assessment of soil erosion in the nepalese himalaya, A case study in likhu khola valley, middle mountain Region. Land Husbandry, 2(1),59-80.

Shrimalia, S. S. Aggarwalb, S. P. and Samraa, J. S. (2001). Prioritizing erosion-prone areas in hills using remote sensing and GIS - a case study of the Sukhna Lake catchment, Northern India, International Journal of Applied Earth Observation and Geoinformation, 3(1), 54-60. https://doi.org/10.1016/S0303-2434(01)85021-2

Stone, R.P. Hillborn, D. (2002). Universal Soil Loss Equation, Ontario, Canada. Ontario Ministry of Agriculture and Food (OMAFRA).

Tripathi, M. P. Panda, R. K. Pradhan, S. and Sudhakar, S. (2002). Runoff Modelling of a Small Watershed using Satellite Data and GIS. J of Ind. Society of Remote Sensing 30(2), 39-52. https://doi.org/10.1007/BF02989975

Wischmeier, W. H. and Smith, D.D. (1965). Prediction Rainfall Erosion Losses from Cropland East of the Rocky Mountains : A Guide for Selection of Practices for Soil and Water Conservation. Agricultural Handbook, 282, 47.

 

     

 

 

 

Creative Commons Licence This work is licensed under a: Creative Commons Attribution 4.0 International License

© Granthaalayah 2014-2022. All Rights Reserved.