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SOME HYDROTECHNICAL FEATURES OF PADMA RIVER, BANGLADESH

机译:孟加拉国帕玛德河的某些水力技术特征

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摘要

The 100-km long Padma River in central Bangladesh carries the combined flows of the Brahmaputra that enters Bangladesh from the north and the Ganges that enters from the west. With a mean flow of around 30,000 m~3/s, a bankfull flow of about 75,000 m~3/s and a 100-year flood flow of around 130,000 m~3/s, in terms of flow it is one of the largest rivers in the world. The boundary materials are mainly fine sand and silt with occasional clay mostly in the upper banks, and the planform and cross-sections are highly unstable over much of the length. Cross-sections are highly irregular in shape, often showing multiple sub-channels, and the gradient is only about 5 cm per km. The overall roughness coefficient (n) declines from around 0.04 at low stage to 0.015 or less at bankfull stage, associated with flattening and wash-out of dunes to an essentially plane-bed condition at high stages. A final note mentions representation of the river bed behaviour in a physical model study designed to investigate bridge pier scour.
机译:孟加拉国中部100公里长的帕德玛河汇入了从北部进入孟加拉国的雅鲁藏布江和从西部进入孟加拉国的恒河。平均流量约为30,000 m〜3 / s,岸满流量约为75,000 m〜3 / s,而100年洪水流量约为130,000 m〜3 / s,就流量而言,它是最大的流量之一。世界上的河流。边界材料主要是细砂和粉沙,偶尔有粘土,大部分位于上岸,并且平面和横截面在大部分长度上都是高度不稳定的。横截面的形状非常不规则,通常显示多个子通道,并且坡度仅为每公里5厘米。总体粗糙度系数(n)从低级阶段的约0.04下降到堤岸阶段的0.015或更小,这与沙丘的平坦化和冲刷到高阶阶段的基本平面状态有关。最后的注释提到了旨在研究桥墩冲刷的物理模型研究中河床行为的表示。

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