Stormwater Management System Drawdown
This project concerns the computations required to determine the drawdown for the retention/detention of ponds. Drawdown refers to the volume of water in a pond that decreases as the water flows out. The falling head equation has many applications and can be used to calculate the drawdown of a pond...
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| Format: | Article |
| Language: | English |
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University of South Florida
2010-01-01
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| Series: | Undergraduate Journal of Mathematical Modeling: One + Two |
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| Online Access: | http://scholarcommons.usf.edu/ujmm/vol3/iss1/27 |
| Summary: | This project concerns the computations required to determine the drawdown for the retention/detention of ponds. Drawdown refers to the volume of water in a pond that decreases as the water flows out. The falling head equation has many applications and can be used to calculate the drawdown of a pond through various shaped openings. In particular, we analyze four outflow structures: a rectangular-notch weir, a v-notch weir, a round orifice, and an underdrain. For each instance, we modify the falling head equation to reflect the shape of the respective orifice. |
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| ISSN: | 2326-3652 |