1) peak-over-threshold flowrate
超阈值的洪峰流量
2) flood peak discharge
洪峰流量
1.
Experimental study on effects of flood peak discharge on formation of cross-section in the lower Yellow River;
黄河下游洪峰流量对断面塑造作用的试验研究
2.
Effection factors on the accuracy of flood peak discharge using gradiet method;
比降法推求洪峰流量精度的影响因素
3.
Based on Min Qian power function formula of flood grade, one method for classifying flood grades by standardized value of flood peak discharge or flood peak stage is put forward in this paper.
在闵骞幂函数洪水等级公式基础上,提出了利用洪峰流量或洪峰水位的标准化值进行洪水等级划分,并对嘉陵江北碚站洪水等级进行了划分。
3) peak discharge
洪峰流量
1.
2 m of Tongguan elevation in peach flood season under the present boundary condition of the channel are as follows: peak discharge of Tongguan Station 2 500 m3/s,flood volume of 10 d 1.
2m左右的条件为:潼关站洪峰流量为2500m3/s,10d洪量为13亿m3,三门峡水库起调水位为313 m。
2.
At the same time,the design flood peak discharge and hydrograph are calculated by analyzing the flood of YanQu gauging station and the frequency of the flood.
本文对重庆市巫溪县弯滩河流域及其流域上拟建的五座电站的坝址处进行了径流分析和计算,并对盐渠水文站洪水分析和频率计算,得出了各梯级电站的设计洪峰流量及洪水过程线,为弯滩河流域梯级开发提供了水文依据。
3.
The obtained new formula of peak discharge envelope curve of known maximum flood in the world according to a vast amount of f.
根据世界范围内大量的洪水极值,求得世界已知最大洪水洪峰流量外包线的新公式:Qm=154A0。
4) peak flood
洪峰流量
1.
By the comparative analysis of mean flood process and characteristic volume before and after harness ,it shows that though the mean process rainfall after harness is bigger than that before harness, the peak flood and flood volume tend to decrease, and the sediment amount is decreased at 20 percent, and the flood rises and falls slowly.
通过对治理前、后洪水平均过程线及其特征量的对比分析可知 ,尽管治理后的过程平均降水量稍大于治理前 ,但其洪峰流量和洪量呈减小趋势 ,沙量较治理前减小 2 0 %以上 ,且呈现出涨势减缓、退水变慢的特点 ;降雨与洪峰流量、沙量相互关系及其变化分析结果表明 ,发生中小洪水或较大洪水时 ,现状水保措施有一定的削峰减沙作用 ,若遇大洪水 ,则可能因部分库、坝 (塘 )工程水毁而加大洪峰流量 ,使沙量增
5) peak flow
洪峰流量
1.
At present, the design peak flow in urban channels is generally calculated with the rational formula from water conservancy authority and the formula for stormwater flow calculation from municipal authority, but the runoff and afflux characteristics and design standards in the urban area do not fit the conditions assumed for either of the formulae.
当前常用的计算城区河道设计洪峰流量的公式主要有水利部门的推理公式和市政部门的雨水流量计算公式,但城区的产汇流条件和设计标准与上述两公式的假设条件均不相适应。
6) flood peak
洪峰流量
1.
A bivariate extremal distribution is adopted to analyze the joint distribution between the annual flood peak Q and flood volume V observed at a hydrological station of the Yangtze River.
采用了一种两变量极值分布来研究长江流域上某个站点的洪峰流量Q和洪水总量V之间的联合分布。
2.
An exponential function was proposed for calculation of flood peak on the basic theory that the relation beween water level and flow rate is relatively stable at a regular river section.
据此,可用洪峰水位推求洪峰流量。
3.
Through analysis precision measured discharge data,the reliability of rush measurement of flood peak by velocimeter with one point method on water sucface was analysed.
通过对嫩江富拉尔基及江桥水文站15 次中高水精测法流量进行精度分析,论述流速仪水面一点法施测洪峰流量的可靠
补充资料:洪峰
河流在涨水期间达到最高点的水位。也指涨达最高水位的洪水。
说明:补充资料仅用于学习参考,请勿用于其它任何用途。
参考词条