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首页> 外文期刊>British Journal of Applied Science and Technology >Drainage Network Analysis and Incidence ofFlooding In Bonny Island, Nigeria
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Drainage Network Analysis and Incidence ofFlooding In Bonny Island, Nigeria

机译:尼日利亚邦尼岛的排水网络分析和洪水发生率

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The incidence of occasional flooding of an estate, a tank farm in Bonny Island, Niger Delta was investigated. The study was carried out to identify the remote causes of flooding and in turn proffer a solution. Detail field investigation involved identification of thirty one road side drains of rectangular cross-section; measurement of drains inverts (spot heights) at selected locations yielded estimates of longitudinal slopes (0.000416 – 0.0074 m/m), a case of very mild slopes. The invert profiles of 15 road side drains indicated a case of inconsistent slopes, a mix of positive and negative slopes over short intervals, the observation accounts for siltation and ponding in the drains. The redesigns of the existing drains were actualized via the use of MODRAIN code, based on the principle of best hydraulic section with input data options for rectangular or trapezoidal channels; constant or variable bottom slopes and runoff coefficient(s). A comparison of the existing and newly designed drains with respect to cross-sectional areas confirmed that 80% of the existing drains are oversized, in what is captioned “Bigger existing drains”. Apparently, the issue of occasional flooding of the Estate cannot be all blamed on inadequate drain size but on existing bottom slopes (very mild slopes) of the drains.
机译:调查了尼日尔三角洲邦尼岛的一个油罐场偶尔发生的水浸事件。进行了这项研究以查明洪水泛滥的原因,并提出了解决方案。详细现场调查涉及识别31个矩形横截面的路边排水管。在选定位置测量排水沟的倒置(点高)可以得出纵向坡度(0.000416 – 0.0074 m / m)的估计值,这是一个非常缓和的情况。 15个路旁排水沟的倒置曲线表明,出现了坡度不一致,短时间内正斜率和负斜率混合的情况,观测结果说明了排水沟中的淤积和淤积。现有排水管的重新设计是根据最佳水力断面的原理,通过矩形或梯形通道的输入数据选项,通过使用MODRAIN代码实现的。恒定或可变的底部坡度和径流系数。对现有排水管和新设计排水管的横截面积进行比较后,确认了80%的现有排水管尺寸过大,标题为“较大的排水管”。显然,屋村偶有水浸的问题,不能完全归咎于排水渠的大小不足,而在于排水渠的现有底坡(非常平缓的坡度)。

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