In the above mathematical models (Table 1), Q is the daily surface runoff, P is the daily precipitation, Ia is the initial abstraction, S is the amount of potential maximum retention in soil, λ is initial abstraction coefficient, Fc is cumulative static infiltration, Sa is the threshold soil moisture, Vo is the initial soil moisture, and Vet is the revised threshold soil moisture.
Mathematical models used in the study with method of formulation
S. No. . | Method name . | Case . | Method formulation . |
---|---|---|---|
1. | SCS-CN | ![]() | ![]() |
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2. | SCS-CN with slope correction | ![]() | ![]() |
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3. | SCS-CN with λ optimization | ![]() | ![]() |
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4. | Mishra and Singh | ![]() | ![]() |
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5. | MVP | ![]() | ![]() |
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6. | Activation Soil Moisture ASMA-SCS-CN | ![]() | Q = 0 |
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S. No. . | Method name . | Case . | Method formulation . |
---|---|---|---|
1. | SCS-CN | ![]() | ![]() |
![]() | ![]() | ||
2. | SCS-CN with slope correction | ![]() | ![]() |
![]() | ![]() | ||
3. | SCS-CN with λ optimization | ![]() | ![]() |
![]() | ![]() | ||
4. | Mishra and Singh | ![]() | ![]() |
![]() | ![]() | ||
5. | MVP | ![]() | ![]() |
![]() | ![]() | ||
![]() | ![]() | ||
6. | Activation Soil Moisture ASMA-SCS-CN | ![]() | Q = 0 |
![]() | ![]() | ||
![]() | ![]() |