flood routing

基本解釋

Calculation results show that this model can simulate the characteristics of water flow in a floodplain river and can improve the capacity of flood routing simulating and predicting.
計(jì)算結(jié)果均表明，本文的一維水動(dòng)力學(xué)模型能較好地模擬漫灘河道的過(guò)流特征，并改善了漫灘河道洪水演進(jìn)的模擬與預(yù)測(cè)能力。
When dealing with the relationship between tributary and main channel during flood routing, the general method is to add the discharge of tributary to that of main channel of the same instant.
在處理洪水演進(jìn)過(guò)程中支流與干流洪水的相互影響時(shí)，以前的模型僅將支流流量迭加到干流同時(shí)刻的流量上。
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The system is decoupled into two subsystems, namely the upper dam site subsystem and the dam site Hukou subsystem, according to its nature. The flood routing is carried out with hydrology methods.
根據(jù)該系統(tǒng)的特點(diǎn)，將模型分解為三峽庫(kù)區(qū)和壩址至湖口兩大子系統(tǒng)，采用水文學(xué)方法進(jìn)行洪水演進(jìn)計(jì)算。

洪水演進(jìn)
For natural water course with multi-sandbank,it's inconvenient to simulate flood routing when adopting 1D or horizontal 2D flow model,because of the multi-branches of river.
對(duì)含有多個(gè)沙洲的天然河道，由于河道分汊，不便采用一維或平面二維模型計(jì)算洪水演進(jìn)過(guò)程。
調(diào)洪演算
According to the adjustment schemes of limited water level, the top water levels of each scheme are determined by flood routing, and then the corresponding limited water level is calculated.
根據(jù)擬定的汛限水位調(diào)整方案,通過(guò)調(diào)洪演算得出各方案下的最高水位,再利用所建立的模型計(jì)算相應(yīng)的極限風(fēng)險(xiǎn)率。
洪水運(yùn)行
洪水演算

洪水演進(jìn)
In the RS, GIS and GPS integrated system of flood resource and wetland entironment of Songnen plain, wetland flood routing simulation system is an important component. The study and development of this simulation system is always a complicated subject.
作為松嫩平原洪水資源利用與濕地生態(tài)環(huán)境3S 系統(tǒng)中一個(gè)重要的組成部分濕地洪水演進(jìn)模擬仿真系統(tǒng)的研制是一項(xiàng)復(fù)雜的專(zhuān)題。
土木建筑工程
調(diào)洪演算