6.2. The design storm of a watershed has the depths of rainfall of 4.9 and 3.9cm for the consecutive Ihr periods. The Ihr UH can be approximated by a triangle of base 6hr with a peak of 50 m³/s occurring after 2hr from the beginning. Compute the flood hydrograph assuming an average loss rate (D-index) of 9mm/hr and constant base flow of 10 m³/s. What is the area of the watershed? Ans. (10, 110, 285, 310, 222.5, 135, 47.5, 10), A=54Km²

Structural Analysis
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Chapter2: Loads On Structures
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6.2. The design storm of a watershed has the depths of rainfall of 4.9 and 3.9cm for the consecutive Ihr
periods. The Ihr UH can be approximated by a triangle of base 6hr with a peak of 50 m³/s occurring after
2hr from the beginning. Compute the flood hydrograph assuming an average loss rate (D-index) of
9mm/hr and constant base flow of 10 m³/s. What is the area of the watershed?
Ans. (10, 110, 285, 310, 222.5, 135, 47.5, 10), A=54Km²
Transcribed Image Text:6.2. The design storm of a watershed has the depths of rainfall of 4.9 and 3.9cm for the consecutive Ihr periods. The Ihr UH can be approximated by a triangle of base 6hr with a peak of 50 m³/s occurring after 2hr from the beginning. Compute the flood hydrograph assuming an average loss rate (D-index) of 9mm/hr and constant base flow of 10 m³/s. What is the area of the watershed? Ans. (10, 110, 285, 310, 222.5, 135, 47.5, 10), A=54Km²
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