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Muhammad Ajmal, Muhammad Waseem, Dongwook Kim and Tae-Woong Kim
The applicability of the curve number (CN) model to estimate runoff has been a conundrum for years, among other reasons, because it presumes an uncertain fixed initial abstraction coefficient (? = 0.2), and because choosing the most suitable watershed CN...
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Hussein Al-Ghobari, Ahmed Dewidar and Abed Alataway
The proper planning of storage structures, waterways, irrigation schemes, water harvesting, erosion control structures, and groundwater development strategies requires accurate estimation of surface runoff. However, hydrologists in Saudi Arabia face seri...
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