洪水特性,flood characteristics英语短句,例句大全

洪水特性,flood characteristics
1)flood characteristics洪水特性
1.Analysis of “03.7” flood characteristics in the middle reach of Yellow river;黄河中游“03.7”洪水特性分析
2.Analysis on flood characteristics of reach from Hekouzhen to longmen in the Yellow river;黄河河口镇至龙门区间洪水特性分析
3.The eigenvalue of the Three Gorges reservoir flood,figured out from statistics analysis of the storm flood characteristics and flood classification of Three Gorges reservoir water basin,can be used in the reservoir operation(during cofferdam power generation period).通过对三峡水库流域暴雨洪水分型及洪水特性统计分析,计算出三峡水库洪水特征值,供三峡水库(围堰发电期)水库调度中应用。

英文短句/例句

1.Analysis on storm-flood characteristics and cause of flood disaster in Gan River Basin淦河流域暴雨洪水特性及洪灾成因分析
2.Flood Characteristic Analysis of 6.13 Super Rainstorm in Shenzhen River Valley深圳河流域“6.13”特大暴雨洪水特性分析
3.Characteristic Analysis on Rainstorm Flood of 2007 in the Huaihe River Drainage Area in Anhui淮河流域安徽省2007年的暴雨洪水特性分析
4.Flood and Rainstorm Characteristic Analysis and Water Level Design of Mainstream in Xiaoqing River of Jinan City;济南市小清河流域暴雨洪水特性及主河槽水位设计分析研究
5.Analysis on Water Source and Characteristics of August 1992 Flood Occurred in the Yellow River黄河“92.8”洪水来源及特性分析
6.Physical modeling of propagation features of the 1954 floods in the Jingjiang Reach of the Yangtze River荆江河段“54型洪水”演进特性试验研究
7.Numerical Simulation of Level Swirling Flow of Inner Energy Dissipation Discharge Tunnel;水平旋流内消能泄洪洞水力特性的数值模拟
8.EXPERIMENTAL STUDY ON SHAFT SPILLWAY HYDRAULIC CHARACTERISTICS OF DA SHI MEN HYDROPOWER大石门水电站竖井式溢洪道水力特性试验研究
9.Hydropower and Stabilization Characteristics Research of Local Material Dam Overshot Spillway;当地材料坝坝体溢洪道水力特性与稳定性研究
10.Sediment Transport Characteristics of Hyperconcentration Flood of the Yellow River and its Bed Formation黄河高含沙量洪水的输移特性及其河床形成
11.Experimental investigation on the pressure characteristics of skimming flow on stepped spillways台阶式溢洪道滑行水流压强特性的试验研究
12.Study on the characteristics of time-average pressure of skimming flow in stepped spillway台阶式溢洪道滑行水流时均压强特性研究
13.Periodic Analysis of Long-Term Flood Process for Three Main Rivers in Fujian Province福建省三条主要河流洪水序列周期特性分析
14.Research on Hydraulic Characteristics of Reconstructing Diversion Tunnel to Permanent Spillway Tunnel;导流洞改建泄洪洞衔接段水力特性研究
15.JingHong Hydraulic Ship Lift Chamber s Mechanics Characteristic Analysis;景洪水力式升船机承船厢受力特性分析
16.Numerical and Experimental Study on the Hydraulic Characteristics of Spillway;溢洪道水力特性的数值模拟及实验研究
17.Experimental Research on Pulsation Pressure of Spillway Tunnels in the Xiluodu Hydropower Station溪洛渡水电站泄洪洞脉动特性试验研究
18.Discharge Test of Flexible Lining Stepped Spillway and Analysis of Hydraulic Characteristics柔性衬护阶梯式溢洪道过水试验与水力特性分析

相关短句/例句

flood characteristic洪水特性
1.Based on introducing the Pearl river basin flood characteristic, the author analyzed the flood protection situation of the Pearl river basin.在介绍珠江流域洪水特性的基础上分析了珠江流域面临的防洪形势 ,并从流域的防洪标准、防洪工程的总体布局和措施等方面规划了珠江流域 2 1世纪的防洪体系建设。
3)flood features洪水特性
1.Analysis for annual flood features in Jiaoliuhewuben hydrology station;蛟流河务本水文站历年洪水特性简析
2.7" flood actual measured flow in the Yujiang river Guigang reach, and help people realize Guigang flood features.通过与 1994年 7月大洪水的比较 ,从影响洪水流量因素的水力半径、河道糙率、比降、堤围等方面分析 ,论述郁江贵港河段 2 0 0 1年 7月大洪水实测流量的正确性和合理性 ,有助于人们对贵港洪水特性的认识。
4)behavior of hyperconcentrated sediment flow高含沙洪水特性
5)flood and rainstorm characteristic暴雨洪水特性
6)Catastrophic flood特大洪水
1.The prediction of the "98.6" catastrophic flood process of Wuzhou of the Xijiang river;西江梧州“98.6”特大洪水过程预报
2.The paper lists the existing problems and puts forward the treatment suggestions and the measures to be taken in accordance with the actual problems after hit by the catastrophic flood since the year 1988 in Nanning City as well as through the analysis of the present situations.本文通过南宁市八十八年以来发生的特大洪水袭击未所遇到的实际问题 ,通过分析现状 ,列出存在的问题 ,提出处理的意见和应采取的措施。
3.This theory and prediction method revealing the essence and crux of appearance about catastrophic flood have been successfully used many times, for Yellow River in 1967,1981 and 1982 and for Yangtze River in 1981,1996.对于大江大河重现期为 5 0 10 0a的因暴雨产生的特大洪水 ,要提前 0 5a作出确定性预测和最大洪峰流量预报 ,国内外学者一般认为 ,由于缺乏相应的预测理论和方法 ,实际上不可能。