ENERGY DISSIPATORS

HYDROLOGIC AND HYDRAULIC DESIGN OF CULVERTS AND ASSOCIATED ENERGY DISSIPATORS.

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Abstract
This research addressed the critical need for effective culvert design and associated energy dissipators in Nigeria, aiming to enhance flood resilience in the face of increasing urbanization and climate change. The study developed design methodologies tailored to Nigeria's unique hydrological conditions, focusing on sustainability and optimizing culvert performance. The research acknowledged that culverts are essential structures for ensuring drainage, managing storm-water runoff, and protecting road infrastructure. The methodology involved a comprehensive hydrologic analysis based on rainfall data using rational method to estimate peak flow rates for various storm events. Field data was collected in Kajola, Ibeju-Lekki, Lagos State. Hydraulic design principles were then applied to determine appropriate culvert sizes, shapes, and materials, considering both inlet and outlet control conditions. Energy dissipation techniques, such as stilling basins, were evaluated to manage water energy at culvert outlets and minimize erosion, all through manual calculations and established formulas. The hydrological analysis, revealed a peak flow rate of 3 m³/s. Based on these results, a culvert with a diameter of 1.4 meters and a headwall height of 1.43 m was designed, optimized to handle an outlet velocity of 10.6 m/s on a slope of 0.077, with inlet control. Values for the Froude number at its supercritical depth and mean velocity fell within ranges suitable for a USBR Type III stilling basin geometry. The study recommended implementing a USBR Type III stilling basin to mitigate downstream erosion. It was concluded that these optimized design approaches improve culvert functionality, reduce maintenance costs, enhance environmental protection, and contribute to the development of improved design guidelines for engineers and planners in flood-prone areas.
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