1) North Conveyance Canal
北引渠道
2) BeiyinQushou project
北引渠首
1.
Therefore, after detailed studies of the above influence factors,the paper establishes the index eval uation system,and applies many models to the sluice optimum scheme of BeiyinQushou project.
泄洪闸是引嫩骨干工程北引渠首最为关键的建筑物,其规模大小将直接决定整个工程的投资、淹没占地及未来防洪成本,更会对嫩江河势产生深远影响,因此本文在详细研究了上述影响因素后,建立了指标评价体系,并应用多个模型对北引渠首泄洪闸各方案进行了优选。
3) water diversion canal
引水渠道
1.
Sediment accumulation in water diversion canal is the main factor to determine whether water transfer project is successful.
通过一维非恒定流水沙数学模型,研究了不同水沙条件下引江济汉工程引水渠道口门泥沙淤积厚度变化规律,并分析了糙率对口门淤积厚度的影响情况,模型的计算结果与水流运动规律相吻合,可以为渠道引水防沙设计提供技术支持。
2.
According to the design requirements of water diversion for sediment control of the Yangtze River to Han River Water Transfer Project, the sediment accumulation conditions in the water diversion canal with or without sedimentation basin are researched on the basis of basic hydrology sediment and engineering data by one-dimensional constant flow heterogeneous sand mathematical model.
根据引江济汉工程渠道引水防沙的设计要求,在收集基本水文泥沙和工程基础资料的基础上,运用一维恒定流非均匀沙数学模型,研究了不设沉沙池和设沉沙池后引水渠道内泥沙淤积情况,模型计算结果可以为引江济汉工程中渠道引水防沙设计提供依据。
3.
The principle is used by author for design the spiral pipe sediment release work in the water diversion canal of a hydro-power station.
作者利用此原理进行了水电站引水渠道上的涡管排沙设计，实践证明，该方法简单可行，排沙率高，造价低廉，有推广价值。
6) north conveyance canal head engineering
北引渠首工程
补充资料：引
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