Abstract
Soil erosion is a challenging worldwide environmental issue since it entails many environmental problems such as fertility loss and water pollution. Prioritization of watershed prone to soil erosion is cornerstone in any effective and sustainable management program of natural resources. Morphometry is a powerful tool that has been extensively used for this purpose. This study presents a combination and integration of two different soil erosion prioritization methods that were applied to Yarmouk River Basin (YRB). The methods of morphometric analysis and the Land Use/Land Cover (LULC) analysis were compared for erosion prioritization. The YRB was divided into 44 sub-watersheds. Twenty-one morphometric parameters were extracted and ranked based on their values and relationships to calculate the compound factor (Cf), which was used to prioritize sub-watersheds in terms of sensitivity to soil erosion. It was found that YRB is a fifth-order drainage system, with a dendritic drainage pattern and elongated shape. Morphometric analysis resulted in categorizing about 41% of the YRB in the high and very high soil erosion susceptibility zones while the LULC analysis LULC revealed that 88.6% of the basin was classified as having high-very high susceptibility to soil erosion. The sub-watersheds 1, 3, 4, 7, 9, 10, 11, 14, 20, 27, 28, 30, 32, 33, 35, 36, and 40 were found the most vulnerable to soil erosion based on both methods of analysis.
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References
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Appendices
Appendix 1: Methodology Adopted for Computation of Morphometric Parameters
Par. No. | Morphometric parameter | Formula/definition | References | |
---|---|---|---|---|
Basic | 1. | Basin area (A) | Plan area of the watershed (km2) | Horton (1945) |
2. | Basin perimeter (P) | Perimeter of the watershed (km) | Horton (1945) | |
3. | Basin length (Lb) | Length of the basin (km) | Horton (1945) | |
4. | Stream order (U) | Hierarchical rank | ||
5. | Total number of streams (Nu) | Total no. of streams of all orders | Strahler (1957) | |
6. | Stream length (Lu) | Length of the stream (km) | Horton (1945) | |
7. | Mean stream length (Lsm) | Lsm = Lu/Nu (km) where Lu = total stream length of all orders Nu = total no. of stream segments of order “u” | Horton (1945) | |
8. | Stream length ratio (RL) | RL = Lu/Lu − 1, where Lu − 1 = the total stream length of its next lower order | Horton (1945) | |
Linear | 9. | Bifurcation ratio (Rb) | Rb = Nu/Nu + 1, where Nu + 1 = no. of segments of the next higher order | Schumm (1956) |
10. | Mean bifurcation ratio (Rbm) | Rbm = average of the bifurcation ratio of all orders | Strahler (1957) | |
11. | Drainage density (Dd) | Dd = Lu/A, where Lu = total stream length of all orders (km) A = area of the watershed (km2) | Horton (1945) | |
12. | Length of overland flow (Lo) | Lo = 1/(2 * Dd), where Dd = drainage density | Horton (1945) | |
13. | Drainage texture (Dt) | Dt = Nu/P, where Nu = total no. of stream segments of order “u” P = perimeter of the watershed (km) | Horton (1945) | |
14. | Stream frequency (Fs) | Fs = Nu/A, where Nu = total no. of streams of all orders A = area of the basin (km2) | Horton (1945) | |
Shape | 15. | Elongation ratio (Re) | Re = 1.128 * (A0.5)/Lb, where A = area of the basin (km2) Lb = basin length (km) | Schumm (1956) |
16. | Circularity ratio (Rc) | Rc = 4 × π × A/P2, where π = 3.14 A = area of the basin (km2) P = perimeter (km) | Miller (1953) | |
17. | Shape factor (Bs) | Bs = Lb2/A, where Lb = basin length (km) A = area of the basin (km2) | Nooka Ratnam et al. (2005) | |
18. | Compactness coefficient (Cc) | Cc = 0.2812 * P/A0.5, where P = perimeter of the basin (km) A = area of the basin (km2) | Horton (1945) | |
Relief | 19. | Basin relief (H) | H = h − h1, where h = maximum height (m) h1 = minimum height (m) | Horton (1945) |
20. | Relief ratio (Rr) | Rr = H/Lb, where H = total relief (km) Lb = basin length (km) | Schumm (1956) | |
21. | Relative relief ratio (Rv) | H/P, where H = total relief (km) P = perimeter of the basin (km) | Melton (1957) | |
22. | Basin slope (Sw) | H/Lb * 60, where H = total relief (km) Lb = basin length (km) | Farhan and Anaba (2016) | |
23. | Ruggedness number (Rn) | Rn = Dd * H, where H = basin relief (km) Dd = drainage density | Schumm (1956) | |
Hypsometric | 24. | Hypsometric integral (HI) | HI = (Emean − Emin)/(Emax − Emin), where Emean = the weighted mean elevation Emax = maximum elevation Emin = minimum elevation | Strahler (1952) |
Appendix 2: Morphometric Parameters of YRB
Par. No. | Morphometric parameter | |||||||
---|---|---|---|---|---|---|---|---|
Basic | 1. | Basin area (A) (km2) | 1393.22 | |||||
2. | Basin perimeter (P) (km) | 247.70 | ||||||
3. | Basin length (Lb) (km) | 76.94 | ||||||
4. | Stream order (U) | 5 | I | II | III | IV | V | |
5. | Total number of streams (Nu) | 2109 | 1092 | 519 | 307 | 85 | 106 | |
6. | Stream length (Lu) (km) | 1854 | 890 | 493 | 315 | 78 | 79 | |
7. | Mean stream length (Lsm) (km) | 0.88 | 0.82 | 0.95 | 1.03 | 0.91 | 0.74 | |
8. | Stream length ratio (RL) | II/I | III/II | IV/III | V/IV | |||
0.55 | 0.64 | 0.25 | 1.02 | |||||
Linear | 9. | Bifurcation ratio (Rb) | I/II | II/III | III/IV | IV/V | ||
2.10 | 1.69 | 3.61 | 0.80 | |||||
10. | Mean bifurcation ratio (Rbm) | 2.052 | ||||||
11. | Drainage density (Dd) (km/km2) | 1.331 | ||||||
12. | Length of overland flow (Lo) (km) | 0.376 | ||||||
13. | Drainage texture (Dt) | 8.514 | ||||||
14. | Stream frequency (Fs) | 1.514 | ||||||
Shape | 15. | Elongation ratio (Re) | 0.547 | |||||
16. | Circularity ratio (Rc) | 0.285 | ||||||
17. | Shape factor (Bs) | 4.249 | ||||||
18. | Compactness coefficient (Cc) | 1.866 | ||||||
Relief | 19. | Basin relief (H) (m) | 1400 | |||||
20. | Relief ratio (Rr) | 18.195 | ||||||
21. | Relative relief ratio (Rv) | 0.006 | ||||||
22. | Basin slope (Sw) | 1.092 | ||||||
23. | Ruggedness number (Rn) | 1.863 | ||||||
Hypsometric | 24. | Hypsometric integral (HI) | 0.5858 |
Appendix 3: The Morphometric Parameters of Sub-watersheds in YRB
SW | A | P | Lb | U | Nu | Lu | Lsm | Rbm | Dd | Lo | Dt | Fs | Re | Rc | Bs | Cc | H | Rr | Sw | Rn | Rv | HI |
---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
1 | 23.77 | 23.45 | 9.27 | 3 | 38 | 27.13 | 0.71 | 4.14 | 1.14 | 0.44 | 1.62 | 1.62 | 0.59 | 0.54 | 3.61 | 1.35 | 645 | 0.070 | 4.18 | 0.74 | 0.57 | 0.028 |
2 | 14.58 | 23.22 | 8.76 | 2 | 14 | 17.02 | 1.22 | 1.33 | 1.17 | 0.43 | 0.60 | 0.96 | 0.49 | 0.34 | 5.26 | 1.71 | 636 | 0.073 | 4.36 | 0.74 | 0.61 | 0.027 |
3 | 25.25 | 31.44 | 9.93 | 3 | 44 | 29.10 | 0.66 | 1.70 | 1.15 | 0.43 | 1.40 | 1.74 | 0.57 | 0.32 | 3.90 | 1.76 | 620 | 0.062 | 3.75 | 0.71 | 0.58 | 0.020 |
4 | 6.85 | 13.04 | 3.83 | 2 | 9 | 7.89 | 0.88 | 2.00 | 1.15 | 0.43 | 0.69 | 1.31 | 0.77 | 0.51 | 2.14 | 1.40 | 504 | 0.132 | 7.90 | 0.58 | 0.68 | 0.039 |
5 | 9.47 | 17.30 | 5.55 | 2 | 11 | 6.23 | 0.57 | 2.67 | 0.66 | 0.76 | 0.64 | 1.16 | 0.63 | 0.40 | 3.25 | 1.58 | 452.2 | 0.082 | 4.89 | 0.30 | 0.58 | 0.026 |
6 | 5.31 | 14.87 | 5.06 | 2 | 5 | 5.3 | 1.07 | 1.50 | 1.01 | 0.50 | 0.34 | 0.94 | 0.51 | 0.30 | 4.82 | 1.81 | 401 | 0.079 | 4.75 | 0.40 | 0.73 | 0.027 |
7 | 7.72 | 15.93 | 5.31 | 3 | 19 | 7.75 | 0.41 | 1.83 | 1.00 | 0.50 | 1.19 | 2.46 | 0.59 | 0.38 | 3.65 | 1.61 | 391 | 0.074 | 4.42 | 0.39 | 0.67 | 0.025 |
8 | 17.86 | 27.53 | 9.21 | 3 | 25 | 19.10 | 0.76 | 1.63 | 1.07 | 0.47 | 0.91 | 1.40 | 0.52 | 0.30 | 4.75 | 1.83 | 378 | 0.041 | 2.46 | 0.40 | 0.63 | 0.014 |
9 | 17.16 | 18.96 | 5.74 | 3 | 24 | 22.51 | 0.94 | 1.68 | 1.31 | 0.38 | 1.27 | 1.40 | 0.81 | 0.60 | 1.92 | 1.29 | 336 | 0.058 | 3.51 | 0.44 | 0.64 | 0.018 |
10 | 20.80 | 31.44 | 10.08 | 3 | 28 | 21.18 | 0.76 | 4.10 | 1.02 | 0.49 | 0.89 | 1.35 | 0.51 | 0.26 | 4.88 | 1.94 | 587 | 0.058 | 3.49 | 0.60 | 0.70 | 0.019 |
11 | 6.96 | 16.32 | 4.57 | 2 | 9 | 5.84 | 0.65 | 2.00 | 0.84 | 0.60 | 0.55 | 1.29 | 0.65 | 0.33 | 3.00 | 1.74 | 484 | 0.106 | 6.35 | 0.41 | 0.68 | 0.030 |
12 | 19.94 | 32.47 | 11.34 | 3 | 23 | 22.05 | 0.96 | 1.83 | 1.11 | 0.45 | 0.71 | 1.15 | 0.44 | 0.24 | 6.44 | 2.05 | 544 | 0.048 | 2.88 | 0.60 | 0.69 | 0.017 |
13 | 12.37 | 18.66 | 5.16 | 2 | 15 | 13.02 | 0.87 | 1.14 | 1.05 | 0.48 | 0.80 | 1.21 | 0.77 | 0.45 | 2.15 | 1.49 | 397 | 0.077 | 4.62 | 0.42 | 0.64 | 0.021 |
14 | 6.00 | 12.85 | 4.02 | 2 | 10 | 5.27 | 0.53 | 1.50 | 0.88 | 0.57 | 0.78 | 1.67 | 0.69 | 0.46 | 2.70 | 1.47 | 349 | 0.087 | 5.20 | 0.31 | 0.82 | 0.027 |
15 | 6.92 | 16.24 | 5.22 | 2 | 8 | 4.98 | 0.62 | 3.00 | 0.72 | 0.69 | 0.49 | 1.16 | 0.57 | 0.33 | 3.94 | 1.74 | 313 | 0.060 | 3.60 | 0.23 | 0.83 | 0.019 |
16 | 19.68 | 31.47 | 10.18 | 3 | 29 | 22.12 | 0.76 | 1.63 | 1.12 | 0.45 | 0.92 | 1.47 | 0.49 | 0.25 | 5.27 | 2.00 | 414 | 0.041 | 2.44 | 0.47 | 0.73 | 0.013 |
17 | 30.10 | 27.47 | 8.56 | 3 | 46 | 37.55 | 0.82 | 11.07 | 1.25 | 0.40 | 1.68 | 1.53 | 0.72 | 0.50 | 2.43 | 1.41 | 308 | 0.036 | 2.16 | 0.38 | 0.68 | 0.011 |
18 | 14.81 | 22.17 | 5.85 | 3 | 21 | 16.35 | 0.78 | 1.60 | 1.10 | 0.45 | 0.95 | 1.42 | 0.74 | 0.38 | 2.31 | 1.62 | 326 | 0.056 | 3.35 | 0.36 | 0.66 | 0.015 |
19 | 21.19 | 32.25 | 7.83 | 3 | 25 | 22.44 | 0.90 | 2.94 | 1.06 | 0.47 | 0.78 | 1.18 | 0.66 | 0.26 | 2.90 | 1.97 | 227 | 0.029 | 1.74 | 0.24 | 0.77 | 0.007 |
20 | 45.00 | 38.35 | 10.74 | 4 | 69 | 54.06 | 0.78 | 5.43 | 1.20 | 0.42 | 1.80 | 1.53 | 0.70 | 0.38 | 2.57 | 1.61 | 292 | 0.027 | 1.63 | 0.35 | 0.72 | 0.008 |
21 | 9.66 | 17.98 | 5.30 | 2 | 12 | 10.43 | 0.87 | 1.40 | 1.08 | 0.46 | 0.67 | 1.24 | 0.66 | 0.38 | 2.90 | 1.63 | 94 | 0.018 | 1.07 | 0.10 | 0.30 | 0.005 |
22 | 57.84 | 48.78 | 15.05 | 3 | 82 | 71.60 | 0.87 | 1.75 | 1.24 | 0.40 | 1.68 | 1.42 | 0.57 | 0.31 | 3.92 | 1.80 | 122 | 0.008 | 0.49 | 0.15 | 0.55 | 0.003 |
23 | 23.17 | 30.62 | 9.31 | 3 | 27 | 26.14 | 0.97 | 6.18 | 1.13 | 0.44 | 0.88 | 1.17 | 0.58 | 0.31 | 3.74 | 1.79 | 124 | 0.013 | 0.80 | 0.14 | 0.48 | 0.004 |
24 | 14.09 | 21.97 | 6.40 | 3 | 31 | 19.31 | 0.62 | 1.67 | 1.37 | 0.37 | 1.41 | 2.20 | 0.66 | 0.37 | 2.90 | 1.65 | 136 | 0.021 | 1.28 | 0.19 | 0.43 | 0.006 |
25 | 35.27 | 36.20 | 12.86 | 3 | 40 | 42.65 | 1.07 | 1.64 | 1.21 | 0.41 | 1.11 | 1.13 | 0.52 | 0.34 | 4.69 | 1.71 | 393 | 0.031 | 1.83 | 0.48 | 0.31 | 0.011 |
26 | 19.45 | 27.60 | 9.85 | 3 | 24 | 24.25 | 1.01 | 1.80 | 1.25 | 0.40 | 0.87 | 1.23 | 0.51 | 0.32 | 4.99 | 1.76 | 364 | 0.037 | 2.22 | 0.45 | 0.37 | 0.013 |
27 | 37.68 | 44.33 | 15.76 | 4 | 57 | 52.16 | 0.92 | 4.07 | 1.38 | 0.36 | 1.29 | 1.51 | 0.44 | 0.24 | 6.60 | 2.03 | 546 | 0.035 | 2.08 | 0.76 | 0.29 | 0.012 |
28 | 55.25 | 44.14 | 14.92 | 3 | 79 | 71.25 | 0.90 | 1.69 | 1.29 | 0.39 | 1.79 | 1.43 | 0.56 | 0.36 | 4.03 | 1.67 | 547 | 0.037 | 2.20 | 0.71 | 0.35 | 0.012 |
29 | 11.65 | 27.60 | 9.88 | 3 | 17 | 14.46 | 0.85 | 4.14 | 1.24 | 0.40 | 0.62 | 1.46 | 0.39 | 0.19 | 8.39 | 2.27 | 220 | 0.022 | 1.34 | 0.27 | 0.30 | 0.008 |
30 | 46.93 | 41.53 | 14.21 | 4 | 51 | 67.90 | 1.33 | 4.46 | 1.45 | 0.35 | 1.23 | 1.09 | 0.54 | 0.34 | 4.30 | 1.71 | 539 | 0.038 | 2.28 | 0.78 | 0.41 | 0.013 |
31 | 35.49 | 29.94 | 9.65 | 3 | 42 | 42.90 | 1.02 | 1.67 | 1.21 | 0.41 | 1.40 | 1.18 | 0.70 | 0.50 | 2.62 | 1.41 | 343 | 0.036 | 2.13 | 0.42 | 0.58 | 0.011 |
32 | 23.82 | 23.41 | 8.08 | 3 | 32 | 29.34 | 0.92 | 2.15 | 1.23 | 0.41 | 1.37 | 1.34 | 0.68 | 0.55 | 2.74 | 1.35 | 337 | 0.042 | 2.50 | 0.42 | 0.46 | 0.014 |
33 | 69.01 | 48.87 | 16.34 | 4 | 104 | 95.13 | 0.92 | 2.08 | 1.38 | 0.36 | 2.13 | 1.51 | 0.57 | 0.36 | 3.87 | 1.65 | 438 | 0.027 | 1.61 | 0.60 | 0.47 | 0.009 |
34 | 65.23 | 50.96 | 15.92 | 3 | 84 | 91.49 | 1.09 | 1.79 | 1.40 | 0.36 | 1.65 | 1.29 | 0.57 | 0.32 | 3.89 | 1.77 | 280 | 0.018 | 1.06 | 0.39 | 0.27 | 0.005 |
35 | 62.31 | 41.28 | 12.64 | 4 | 106 | 100.32 | 0.95 | 2.27 | 1.61 | 0.31 | 2.57 | 1.70 | 0.71 | 0.46 | 2.56 | 1.47 | 367 | 0.029 | 1.74 | 0.59 | 0.34 | 0.009 |
36 | 63.59 | 40.75 | 14.13 | 4 | 118 | 100.05 | 0.85 | 2.24 | 1.57 | 0.32 | 2.90 | 1.86 | 0.64 | 0.48 | 3.14 | 1.44 | 238 | 0.017 | 1.01 | 0.37 | 0.24 | 0.006 |
37 | 49.50 | 49.73 | 15.81 | 3 | 75 | 63.25 | 0.84 | 1.25 | 1.28 | 0.39 | 1.518 | 1.52 | 0.50 | 0.25 | 5.05 | 1.99 | 191 | 0.012 | 0.73 | 0.24 | 0.42 | 0.004 |
38 | 33.84 | 33.93 | 11.50 | 3 | 49 | 43.69 | 0.89 | 1.86 | 1.29 | 0.39 | 1.44 | 1.45 | 0.57 | 0.37 | 3.91 | 1.64 | 168 | 0.015 | 0.88 | 0.22 | 0.29 | 0.005 |
39 | 73.59 | 52.61 | 15.61 | 4 | 110 | 101.09 | 0.92 | 4.61 | 1.37 | 0.36 | 2.09 | 1.50 | 0.62 | 0.33 | 3.31 | 1.72 | 182 | 0.012 | 0.70 | 0.25 | 0.29 | 0.003 |
40 | 65.08 | 44.11 | 12.11 | 4 | 103 | 89.38 | 0.87 | 5.98 | 1.37 | 0.36 | 2.34 | 1.58 | 0.75 | 0.42 | 2.26 | 1.54 | 208 | 0.017 | 1.03 | 0.29 | 0.40 | 0.005 |
41 | 74.34 | 50.12 | 15.72 | 3 | 122 | 93.22 | 0.76 | 1.65 | 1.25 | 0.40 | 2.43 | 1.64 | 0.62 | 0.37 | 3.33 | 1.64 | 247 | 0.016 | 0.94 | 0.31 | 0.44 | 0.005 |
42 | 26.45 | 27.69 | 8.31 | 3 | 47 | 34.19 | 0.73 | 1.67 | 1.29 | 0.39 | 1.70 | 1.78 | 0.70 | 0.43 | 2.61 | 1.51 | 90 | 0.011 | 0.65 | 0.12 | 0.28 | 0.003 |
43 | 52.30 | 46.68 | 13.24 | 3 | 75 | 71.62 | 0.96 | 1.76 | 1.37 | 0.37 | 1.61 | 1.43 | 0.62 | 0.30 | 3.35 | 1.82 | 106 | 0.008 | 0.48 | 0.15 | 0.52 | 0.002 |
44 | 55.94 | 41.47 | 13.49 | 3 | 80 | 71.39 | 0.89 | 1.82 | 1.28 | 0.39 | 1.93 | 1.43 | 0.63 | 0.41 | 3.25 | 1.56 | 122 | 0.009 | 0.54 | 0.16 | 0.48 | 0.003 |
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Al-Hantouli, F., Awawdeh, M., Obeidat, M. (2023). Soil Erosion Prioritization of Yarmouk River Basin, Jordan Using Multiple Approaches in a GIS Environment. In: Sherif, M., Singh, V.P., Sefelnasr, A., Abrar, M. (eds) Water Resources Management and Sustainability. Water Science and Technology Library, vol 121. Springer, Cham. https://doi.org/10.1007/978-3-031-24506-0_20
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